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HomeMy WebLinkAbout42881-Z �FFtI(k�. Town of Southold 8/13/2019 P.O.Box 1179 , ,* 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40615 Date: 8/13/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 24975 Route 25, Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.4-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/27/2018 pursuant to which Building Permit No. 42881 dated 7/20/2018 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 DECK,ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Burns,Patricia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0199 04-02-2019 ELECTRICAL CERTIFICATE NO. 42881 06-19-2019 PLUMBERS CERTIFICATION DATED 03-05-2019 n L Bugdin th0 ' ignature �gVffOt�� TOWN OF SOUTHOLD BUILDING DEPARTMENT 2 TOWN CLERK'S OFFICE P • 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#: 42881 Date: 7/20/2018 Permission is hereby granted to: Burns, Patricia 20692 Route 25 Mattituck, NY 11952 To: demolish existing dwelling and construct new single-family dwelling as applied for per SCHD approval. At premises located at: 24975 Route 25, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-1-21 Pursuant to application dated 6/27/2018 and approved by the Building Inspector. To expire on 1/19/2020. Fees: DEMOLITION $539.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,025.60 CO -NEW DWELLING $50.00 Total: $2,614.80 Buil ector 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: 1. 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- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 { �a Date. (as �� New Construction: /V Old or Pre-existing Building: (check (check one) p 19— Location 9 �,�A Location of Property: d�L� �� r� A 11 Gy I WOW W House No. /� /! Street y� Hamlet Owner or Owners of Property: T� 1a Suffolk County Tax Map No 1000, Section �V WI Block Lot d Subdivision Filed Map. Lot: Permit No. 0 I Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: V/ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 5D Applicant Signature Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.rich erta-town.so Litho Id.ny.us Southold,NY 11971-0959 '® C®U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Patricia Burns Address: 24975 Route 25 city,Cutchogue st: New York zip: 11935 Budding Permit#- 42$$1 Section. 109 Block: 1 Lot: 21 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 Ceding Fixtures 8 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 Fixture Time Clocks Disconnect 200A Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: "MODULAR HOUSE" Notes: 13- ARC Fault Circuit Breakers Inspector Signature: Date: June 19, 2019 0-Cert Electrical Compliance Form.xls O's Town Hall Annex Telephone(631)765-1802 54375 Main Road oinFax(631)765-9502 P.O.Box 1179 • 49 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APR 1 5 2019 DE TOWN OF SOMEOLD CERTIFICATIO-N Date: , W4Building Permit No, 7A Owner:. 270gN9 P14,1 ki-C Ilk (Please print) Plumber:- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (P]Fu ers Signature) Sworn to before me this day of 20 1 Notary Public, -SQ FPO I X_ county- BARBARAR TANDY Notary Public,State Of New York No. 01TA6086001 oualified In Suffolk County Commission Expires 01/13/20 f # TOWN OF SOUTHOLD BUILDING DEPT. courm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATIION [ ] FRAMING /STRAPPING [ FINAL 10 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �o��OF SOGIyO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] 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: IVA �v r� � , b� S�i Qs �• DATEmI u, loll INSPECTOR soul # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] F NDATION 1ST [ ] 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: Ot" V 0�r V UR fu ,p G, DATE !0 INSPECTOR 4-Y601 qgso�l TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLION [ ] CAULKING REMARKS: I �e UA I svvvosf A4 Of 0 06 J(w wk--!: 45. ��I t� Wm 6011 rewris, Al , o✓ Colft, �lvto I DATE INSPECTOR OA * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycoUlm, 765-1802 INSPECTION [ /FOUNDATION IST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R MARKS: DATE 0 RWtt INSPECTOR �aOF SOUIyo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION / V fit✓ [ ] FRAMING /STRAPPING [ FINAL 1, i I [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: S�AA 3 rvq wwJ 0 V -T-a%;F �esvPlf� ld \yv&� 0 ,nn Pry PADATE 3I° INSPECTOR qVIB 8 �oF SOUIH TOWN-OF SOUTHOLD BUILDING DEPT. courm,N 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION A /� [ ] FRAMING /STRAPPING [ ] FINAL R� A [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: [ ' 0 IN aesitilw R061 _'A� !r"I V,4 1-114 YOM it DATE INSPECTOR pF SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. I [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ 'J ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE f INSPECTOR ` �pP 50019 # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULAT�N [ ] FRAMING /STRAPPING [ FINAL IV [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �I ; NEW YORK 0 ;7 BUILDINGUD ` IT E C H N O L O G Y , GROUP JUL - 3 2019 BULDUT DryT Affidavit Of 2015 IECC Compliance Date: 6/29 NIN')"f'S0 H0,,7,D Inspection Address: 24975 Main Rd, Cutchogue NY 11935 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: 53ACH Conditioned Floor Area: 1820 Blower Door Test Result:, 684 Infiltration Volume: 1 14560 Leakage in ACH50: 2.4 402.4.1.2 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 lof conditioned floor area. System 1: basement Leakage CFM@25: 72 Supply R-value: 8 Return R-value 8 System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 72 CFM@25 Leakage Limit: 73 CFM@25 403.3.3 2 2015 IECC Compliance: 1PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development �f 124 Brindley Street, Ithaca NY 14850 ' Provider ID#: 1998-072 Tom Baccarella Certification#3587347 607-277-6240 Notice of independent Status.As per the requirements the 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 I u NEW YORK IG BUILDING TECHNOLOGY R O U P Affidavit Of 2015 IECC Compliance Date: 6/29/2019 Inspection Address: 24975 Main Rd, Cutchogue NY 11935 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: <_3ACH Conditioned Floor Area: 1820 Blower Door Test Result: 684 Infiltration Volume: 1 14560 Leakage in ACH50: 2.4 402.4.1.2 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 ASH RAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: basement Leakage CFM@25: 72 Supply R-value: 8 Return R-value 8 System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 72 CFM@25 Leakage Limit: 1 73 CFM@25 403.3.3 2 2015 IECC Compliance: IPASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development - 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Tom Baccareila."_ 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 1 � NEW YORK ,``. s (BUILDING ® TECHNOLOGY G R O U P Affidavit Of 2015 IECC Compliance Date: 6/29/2019 Inspection Address: 24975 Main Rd, Cutchogue NY 11935 This is to Certify that on 6/26/2019 the above address has been tested in accordance with the provisions of the 2015 (ECC 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: <_3ACH Conditioned Floor Area: 1820 Blower Door Test Result: 684 Infiltration Volume: 14560 Leakage in ACH50: 2.4 402.4.1.2 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 ASH RAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: basement Leakage CFM@25: 72 Supply R-value: 8 Return R-value 8 System 2: Leakage CFM@25: Supply R-value: Return R=value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: L 72 CFM@25 Leakage Limit: 1 73 CFM@25 403.3.3 2 2015 IECC Compliance: IPASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Tom Baccareila`- 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 ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 24975 Main Rd Turn Key Modular Homes 286 Flanders Blvd Flanders NY 11901 (631) 284®3010 NEW YORK (BUILDING d' s FECHN0IOGY G P 0 U P Prepared by: Thomas Baccarella in accordance with ACCA Manual 186 edition, V2 Signature: �/,�� Date: 3/22/2018 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: 631 495-0289 Fax:631 389-2808 Email:Gene@nybtg.com Revised August 30,2017 = . Manual S Compliance Report Job: 1712 NEW YORK BUND1Date: Mar 19,2018 � o,>x04 Entire House 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 Project • • For: 24975 Main Rd, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmali.com Cooling Equipment Design Conditions Outdoor design DB: 84.3oF Sensible gain: 24247 Btuh Entering coil DB: 75.7°F Outdoor design WB' 71.7oF Latent gain: 5659 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 29906 Btuh Indoor RH: 50% Estimated airflow: 1153 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer* Rheem Model: RA1636AJ1NB+RCF3621STAMCA+R95TA0701317MSA Actual airflow: 1153 cfm Sensible capacity: 24220 Btuh 100% of load Latent capacity: 10380 Btuh 183% of load Total capacity: 34600 Btuh 116% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 29052 Btuh Entering coil DB' 67.6°F Indoor design DB- 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R95TA0701317MSA Actual airflow: 1153 cfm Output capacity: 68000 Btuh 234% of load Temp. rise 50 °F Meets all requirements ofACCA Manual S. wrightsoft® 2018-Mar-22 14 17 33 Right-Suite®Universal 2018 18.0 04 RSU25790 Page 1 YBTG WORKFLOW\24975 Main Rd\24975_main_rdTB.rup Calc=MJ8 Front Door faces SE Load Short Form Job: 1712 NEW YORK BUILDING Date: Mar 19,2018 �6 ..P° ° Entire House 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: 24975 Main Rd, 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 Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0701317MSA Cond RA1636AJ1NB AHRI ref 6465028 Coil RCF3621STAMCA+R95TA0701317MSA AHRI ref 7941874 Efficiency 95AFUE Efficiency 12.5 EER, 15.1 SEER Heating input 70000 Btuh Sensible cooling 24220 Btuh Heating output 68000 Btuh Latent cooling 10380 Btuh Temperature rise 54 °F Total cooling 34600 Btuh Actual air flow 1153 cfm Actual air flow 1153 cfm Air flow factor 0.048 cfm/Btuh Air flow factor . 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Kitchen 176 1712 4392 83 217 Nook 133 2636 2489 127 123 Living/Dining 430 6390 6926 309 341 Foyer 130 1893 847 91 42 Utility 73 1223 1145 59 56 Bath 1 55 511 118 25 6 Hall 75 298 110 14 5 Master Bed 253 3207 3250 155 160 Master Bath 123 1685 334 81 16 Bed 2 172 1778 1837 86 91 Bed 3 179 2537 1941 123 96 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft- 2018-Mar-22 14 17 33 A M°•� - M, Right-Suite®Universal 2018 18.0.04 RSU25790 Page 1 ACC .YBTG WORKFLOM24975 Main Rd\24975_main_rdTB.rup Calc=MJ8 Front Door faces SE Entire House d 1799 23868 23390 1153 1153 Other equip loads 5184 856 Equip. @ 0.89 RSM 21652 Latent cooling 5659 TOTALS 1799 29052 27311 1153 1153 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2018-Mar-22 14.17 33 NRNI&ahlilniYAmmyfnmMM' Right-Suite®Universal 2018 18 0 04 RSU25790 Page 2 F1 . YBTG WORKFLOW\24975 Main Rd\24975_main_rdTB.rup Calc=MJ8 Front Door faces SE Project Summar a Y Job: 1712Date: Mar 19,2018 NEW YORK - IB,o�ux�io�♦ Entire House 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: 24975 Main Rd Turn Key Modular Homes 286 Flanders Blvd , Flanders, NY 11901 Phone- (631) 284-3010 Notes: Email: flandersreno@gmail.com 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 Dally range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 21910 Btuh Structure 22912 Btuh Ducts 1959, Btuh Ducts 478 Btuh Central vent(84 cfm) 5184 Btuh Central vent(84 cfm) 856 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29052 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 21652 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 3201 Btuh Ducts 629 Btuh Central vent(84 cfm) 1829 Btuh Heating Cooling Outside air Area(ft2 1799 1799 Equipment latent load 5659 Btuh Volume(ft') 14389 14389 Air changes/hour 0.26 0.09 Equipment Total Load (Sen+Lat) 27311 Btuh Equiv.AVF (cfm) 63 22 Req. total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0701317MSA Cond RA1636AJlNB AHRI ref 6465028 Coil RCF3621STAMCA+R95TA0701317MSA AHRI ref 7941874 Efficiency 95AFUE Efficiency 12.5 EER, 15.1 SEER Heating input 70000 Btuh Sensible cooling 24220 Btuh Heating output 68000 Btuh Latent cooling 10380 Btuh Temperature rise 54 OF Total cooling 34600 Btuh Actual air flow 1153 cfm Actual air flow 1153 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -01d- wrightsoft- 2018-Mar-22 1417.33 �^ Right-Suite®Universal 2018 18 0 04 RSU25790 Page 1 .YBTG WORKFLOM24975 Main Rd\24975_mam_rdTB rup Calc=MJ8 Front Door faces SE AED Assessment Job: 1712 NEWYORK BUILIN Date: Mar19,2018 I�ao Entire House 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: 24975 Main Rd, 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 8,000 7,000 6,000 5,000 4,00 3,000-- 2,000-- 1,000-- 0 ,0002,0001,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 How of Day 1 /Aw /AtDhmt Maximum hourly glazing load exceeds average by 29.8%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsafftm 2018-Mar-22 14 17 33 k6kAM,•. �me,A�• ,�mam Right-Suite®Universal 2018 18 0 04 RSU25790 Page 1 . YBTG WORKFLOW\24975 Main Rd\24975_main_rdTB rup Calc=MJ8 Front Door faces SE NEN'YOAR AU 1L DING Right-J®Worksheet Job: 1712 Entire House Date: Mar 19,2018 New York Building Technology Group By: Tom Baccarella 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 Entire House Kitchen 2 Exposed wall 198 0 ft 13.5 ft 3 Room height 80 ft d 80 ft heat/cool 4 Room dimensions 13.5 x 13.0 ft 5 Room area 1798 6 ft2 175.5 ft' Ty Construction U-value Or HTM Area (ft5 Load Area (W) Load number (Btuh/ftk°F) (Btuh/ft5 or penmeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool j Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-&w -' 0.065 ne 3.66 0.78 314 282 _ 1030 220 -0 d__ 0 4A42ow u._ _; 0..470 'ne_ __2646 _,32.16 _ _33_- _ 0 ;_ -_860 -.1045 _ 0 � 0- _,_,__-,0 _-u-0 W 12F-Osw 0 065 se 366 0.78 478 394 1442 307 108 96 351 75 4A4-20w 0.470 se 2646 40 08 47 0 1244 1884 12 0 318 481 11 D 11,10 0.600 se 3378 13.92 37 37 _ 1245 513 0 0 0 0 12I?-0sw_- -__ _._ _. 0.065_ sw, _ 3 66 -� 0.78_ ._- 314 -_ _-314 _ - 1149 __ 245, - 0 __ , ._ __Q W 12F-Osw 0.665 nw 3.66 078 478 357 1305 278 0 0 0 0 4A4-2ow 0.470 nw 2646 32.16 81 0 2150 2613 0 0 0 0 4A4-20wd_ _. _-_0470 nw 26.46 3216 40 - 0_ _ 1.064 _.__ 1293 0 _ -0 _ _ 0 _ - 0. 38ad__ 0.026_.- , 'W.-146 1.21 _ _. 1799' 1799 2633 2184 F 176 _ _-_. 176 .__ 257-_ _213 _-_ _ 19A-19bswP_ _ ._0049 - 2 16 0.36 ._,_ _1799 _;__1799 3888 __ _ 642 176 __ 176 _ _379 _63 6 c)AED excursion 0 -328 Envelope loss/gain 18010 11224 1305 503 12 a) Infiltration 3900 220 266 15 b) Room ventilation 0 0 0 0 13 1ntemal gains Occupants @ 230 4 920 0 0 Appliances/other 10548 3784 Subtotal(lines 6 to 13) 21910 22912 1571 4302 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21910 22912 1571 4302 15 Duct loads 9% 2% 1959 478 9% 2% 140 90 Total room load 23868 23390 1712 4392 Air required(cfm) 1153 1153 83 217 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AC - - wrightsoft^ 2018-Mar-22 14 17 34 C,, Right-Suite®Universal 2018 18 0 04 RSU25790 Page 1 ..YBTG WORKFLOM24975 Main Rd\24975_main_rdTB rup Calc=MJ8 Front Door faces SE NEW YOflK 6UIt DING Right-J®Worksheet Job: 1712 Entire House Date: Mar 19,2018 New York Building Technology Group By: Tom Baccarella 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 Nook Living/Dining 2 Exposed wall 233 ft 46.5 ft 3 Room height 8.0 ft heat/cool 80 ft heat/cool 4 Room dimensions 10.3 x 13.0 ft 338 x 12.8 ft 5 Room area 1333 ft2 430 3 ftz Ty Construction U-value Or HTM Area (W) (ftLoad p) number (Btuh/ft;°F Load Area (Btuh/ft� or perimeter (ft) (13t h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-0sw - --d 665 ne - 3.66 J 0.78 - --0-- - p- - --- 0 _ _ 0 ----- --0 - 0 - 6 �_ G .4A4r2ow___ _____0 470-_ne 26.46 32.,16, _ ..-._ -.0, - __O- ___ 0 __ -0__ __. D 0 W 12F-Osw 0 065 se 3.66 0.78 62 47 172 37 0 0 0 0 4A4-2ow 0 470 se 26.46 4008 35 0 926 1403 0 0 0 0 11 Ls 11J0 0.600 se 33.78 1392 0 0 0 0 0 0 0 0 0.065 sw- _ .. 3 66 . _0 78,_ -. 104 -'j04_.- _,-_381 81_- 102, .- 102. 373 _80 IW 12F-Osw 0.065 nw 366 0.78 0 0 0 0 270 181 663 141 I--c� 4A4-2ow 0 470 nw 2646 3216 0 0 0 0 49 0 1290 1568 _ O 4A4-2owd_ -_ - 0;470 nw 2646_ _3216 0 0 0 0 _ 40 0 - 1064 1293 16B-38ad_ 0 026 - _ 1.46 _. 1.21 - _-133__ _133_. 195_-_ __162_ 430 430__._.-_ ______522 630. F__. _ .19A-19bswP _ _. 0049 216__- 036.__,_ 133_ 133 _ -_ 288- -__ 48_ - -430 -.-,_ 430 6 c)AED excursion 0 655 Envelope loss/gain 1962 1730 4950 4413 12 a) Infiltration 458 26 916 52 b) Room ventilation 0 0 0 0 13 1ntemal gains Occupants @ 230 0 0 4 920 Appliances/other 682 1400 Subtotal(lines 6 to 13) 2420 2438 5866 6785 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2420 2438 5866 6785 15 Duct loads 9% 210 216 51 9% 2% 524 142 Total room load 2636 2489 6390 6926 Air required(cfm) 127 123 309 341 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigf�tsoft® Right-Suite®Universal 2018 18.0.04 RSU25790 2018-Mar-22 14 17 34 Aftk _ Page 2 ..YBTG WORKFLOW\24975 Main Rd\24975_main_rdTB.rup Calc=MJ8 Front Door faces SE NEW YDNK BUILDING Right-M Worksheet Job: 1712 Entire House Date: Mar 19,2018 New York Building Technology Group By: Tom Baccaretla 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 Foyer Utility 2 Exposed wall 135 ft 73 ft 3 Room height 8.0 ft heat/cool 80 ft heat/cool 4 Room dimensions 100 x 13.0 ft 7 3 x 100 ft 5 Room area 130 0 ftz 72 5 ft2 Ty Construction U-value Or HTM Area (ft5 Load Area (ft5 Load number (Btuh/ftk-°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 -f2F-6sw - - 0065 ne :.66 0.78— - 28 -28 102 22 - O i -G .4A4-2ow _ ._'-n0 470 _ne -._ 2646 _. 32.16 -_ '-,P - 0_.- ----"0 _0 W 12F-Osw 0 065 se 3.66 0.78 80 60 219 47 58 41 151 32 4A4-2ow 0 470 se 26.46 4008 0 0 0 0 0 0 0 0 11 11J0 0.600 se 33.78 1392 20 20 679280 17 17 566 233 W ----- 12F-0sw___.____. u-----0065 sw 3.66__ -_ _ _ -0.78_-- O_- .__ _ ._0__.� _- 0 _. -0- _� _9. .._ 0 ._ ___0 W 12F-Osw 0.065 nw 3 66 0.78 0 0 0 0 0 0 0 0 4A4-2ow 0.470 nw 2646 3216 0 0 0 0 0 0 0 0 4A4-2owd__-_ - 0 470 nw_ _ 26,_46 _--_3216 ____0- _ _ 0 0 -- ._ _0 _ 0_-. 0 0 0 F -. 16B-38ad _ _._ _ 0-026 049 1.46 _1.21 130,- _, 130- _ 190 _- _.158 73, 73 __ - 106 _ BB F - 19A-19bswp __ 0049,_- _ 2.16, __036 130,__ _ 130 __ 281 _46 _-_- 73- _73_,- ,-_ 157 6 c)AED excursion -79 -106 Envelope loss/gain 1472 474 980 273 12 a) Infiltration 266 15 143 8 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/other 341 841 Subtotal(lines 6 to 13) 1738 830 1122 1122 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1738 830 1122 1122 15 Duct loads 9% 2% 155 17 9% 2% 100 23 Total room load 1893 8471223 1145 Air required(cfm) 91 42 59 56 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A& -�- wri9F�tsotFt^ 2018-Mar-22 14 17 34 kRight-Smte®Universal 2018 18.0.04 RSU25790 Page 3 YBTG WORKFLOW\24975 Main Rd\24975_main_rdTB rup Calc=MJ8 Front Door faces SE �.NEW YORight-JO Worksheet Job: 1712 RK �u IBUI:DIN G Entire House Date: Mar 19,2018 New York Building Technology Group By: Tom Baccarella 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 Bath 1 Hall 2 Exposed wall 55 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 55 x 100 It 10 x 75.4 ft 5 Room area 55 0 ft' 75.4 ftz Ty Construction U-value Or HTM Area = Load number (Btuhlft�°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 0.065 ne 3 66 0.78 6 0� 6 0 0 0 0 0 �—G -4A4.2ow___ 0.470_ ne _ 26 46 _32.16 0 _- _ 0 _ 0 0 0 _ 0 0_ __0 IW - 12F-Osw 0 065 se 366 0.78 44 44 161 34 0 - 0 0 - 0 L—G 4A4-2ow 0.470 se 2646 4008 0 0 0 0 0 0 0 0 11 D 11J0 0 600 se 3378 13 92 0 0 0 0 0 0 0 0 _W __ 12F-Osw-__ -___ - _ 0.065 .sw ---- --- - - 3 66 078 _ ... 0 -. _ 0 0 _.- 0 0 -- _ 0---- -- 0 IW 12F-Osw 0 065 nw 366 0.78 0 0 0 0 0 0 0 0 Lt--c� 4A4-2ow 0 470 nw, 26.46 3216 0 0 0 0 0 0 0 0 L C 4A4-2awd , 0470__nw 2646 321.6_ --- _0 0 _ 0_ 0 - 0- 0 , - -0 0 C 16B-38ad _- _ 0.026 - ,_1.46 1.21 55 55 81 67 _ 75 75, _110_-_ _ -_92 F =: 19A-19bswP - _-___0.049 _- 216 -__0.36 _ _ 55 _ - 55 119_ _ 20 _ _ 75 75 163 _ ._ 27 l7 6 c)AED excursion -11 -10 Envelope loss/gain 360 110 273 108 12 a) Infiltration 108 6 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 469 116 273 108 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 469 116 273 108 15 Duct loads 9% 21/6 42 2 90/0 2% 24 2 Total room load ]21:51E 118 298 1]550 Air required(cfm) 6 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoR� Right-Bud2018-Mar-22 14 17 34a®Universal 2018 18.0 04 RSU25790 Page 4 YBTG WORKFLOW\24975 Main Rd124975_mam_rdTB rup Calc=MJ8 Front Door faces SE NEW YORK-& Right-JO Worksheet Job: 1712 ,UI"D�NC, Date: Mar 19,2018 Entire House 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 corn 1 Room name Master Bed Master Bath 2 Exposed wall 263 ft 225 ft 3 Room height, 80 ft heat/cool 80 ft heat/cool 4 Room dimensions 10 x 252 9 ft 13.3 x 9.3 ft 5 Room area 252 9 ftz 122.6 ft' Ty Construction U-value Or HTM Area (ft5 Load Area (ft5 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 6 W,I 12F-Osw -_ 0 065 ne 3.66 -6 78 - 0 _ 0 _DO 0 74 74 271 - 58 .4A4 2ow.-- _ -,-- 0 470_ne _ _26.46_--32.16 0 _ _-.-0 .- _ - -0 _ 0_ _.. 0 —0- W 12F-Osw 0.065 se 366 078 0 0 0 0 0 0 0 0 4A4-2ow 0.470 se 26.46 40 08 0 0 0 0 0 0 0 0 11 D 11J0 0600 se 33.78 13.92 0 0 0 0 0 0 0 0 _ .__ -0.065_sw_ _ -,3.66, --.- _ _ ..0.78'__— 108 __-...__108 . . 395._--- _ 84_; -.0 ..... .__ 0 ..° _`.._.0 I —W 12F-Osw 0 065 nw 3.66 0 78 102 70 254 54 106 106 388 8L3 4A4-2ow 0 470 nw 26.46 32.16 33 0 860 1045 0 0 0 0 LG 4A4-2owd 0 470 nw 26.46 32.16_ _ _ 0 0 _ __ 0 -,_ -0 C _,-. .16&38ed _ _ .. 0.026 1.46 _ ,1.21 _ 2 253 370 307 123 53_ --_- - 1 ___ . _, - _ 23_-� _- i79. _-. _149 F _ 19A-19bswp_ . _..__- _ 0.049_.-.- __2 16.., _ ,O 36-- _ 253_ _ _253. _ 547- _-- 90 _123 123 .__. 123_ 265.--.-_.__44 6 c)AED excursion 173 -31 Envelope loss/gam 2427 17541 1103 302 12 a) Infiltration 517 29 443 25 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 1400 0 Subtotal(lines 6 to 13) 2944 3183 1546 327 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2944 3183 1546 327 15 Duct loads 9% 21/6 263 66 90/0 2% 138 7 Total room load 3207 3250 1685 334 Air required(cfm) 155 1160 81 16 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Mar-22 14 17 34 i4CCA Right-Suite®Universal 2018 18.0 04 RSU25790 Page 5 YBTG WORKFLOW124975 Main Rd\24975_mam_rdTB rup Calc=MJ8 Front Door faces SE v Right-J®Worksheet Job: 1712 NEN'Y.- le IBUI"DIN� Date: Mar 19,2018 Entire House 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 Bed 3 2 Exposed wall 130 ft 268 ft 3 Room height 80 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 133 x 130 ft 133 x 135 ft 5 Room area 172 3 ft' 178.9 ft2 Ty Construction U-value Or HTM Area (ft5 Load Area (W) Load number (Btuh/ft2w-°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 6W,- 12F-Osw 6 065 ne 366 078 104 88 321 68 108 92 336 y 72 _—_G 4A4-2aw _ 0.470 ne__ _26.46 _ _3216, _ 16- ._ _ 0 _ ,430__ _- 523 16 _ ____0 __430 _ _ 523 IW 12F-Osw 0 065 se 366 0.78 0 0 0 0 106 106 388 83 4A4-2ow 0 470 se 2646 40.08 0 0 0 0 0 0 0 0 11 D 11J0 0.600 se 33.78 13.92 0 0 0 0 0 0 0 0 W 12F-0sw 0 065 sw 366 0 78 0 0 0 0 0 0 0 0 W 1217-0sw 0.065 nw 366 0 78 0 0 0 0 0 0 0 0 4A4-2ow 0 470 nw 2646 3216 0 0 0 0 0 0 0 0 4A4-2owd - 0.470__nw 2646 _ _ 32.16 -- 0 - 0- - - 0 0 __0 - -- 0_'___' 0 0 - .--- - 0 C 16B-366d _ 0.026 - 1.46 1.21 _ 172__ 172- _ _ 252 209 179 179. _._ 262 _21T F _ _ 19A-19bswp. _-. 0 049 - _2 16 ___0 36 172_ 172_ __ _372_ _ 62 ___ 179 - _ 179 -_ 387 ____._ _-. 64 6 c)AED excursion -126 -136 Envelope loss/gain 1376 735 1802 822 12 a) Infiltration 256 14 527 30 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 00 0 Appliances/other 1050 1050 Subtotal(lines 6 to 13) 1632 1800 2329 1902 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1632 1800 2329 1902 15 Duct loads 9% 2% 146 38 9% 2% 208 40 Total room load 1778 1837 2537 1941 Air required(cfm) 186 91 123 96 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ¢W 2018-Mar-22 14 17 34 Right-Suite@ Universal 2018 18 0 04 RSU25790 Page 6 ACQk YBTG WORKFLOW\24975 Main Rd124975_main_rdTB rup Calc=MJ8 Front Door faces SE 11D 1 • 06)ad CONMENTS FOUNDATION (IST) FAITIJ TO 1 10 1 . 2 m l► 'ter ��� rL' - T iii � • : � - r • 1 717014 PLUMBING MOM, men INSULATION PER N.Y-. 8TATE ENERGY . 1 ern ;Mr, � ., r��.�.�:►:� � .ice. Jima - -ADDITIONAL • r w, Ir � i i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Vrd of Health SOUTHOLD, NY 11971 ts of Building Plans TEL: (631) 765-1802 Pig Board approval FAX: (631) 765-9502 (56ey Southoldtownny.gov PERMIT NO. Check (atic Form N-7tLS.D.E.C. Tues application Flood Permit Examined U ,20 Single-&Separate GLIdentification Form OSt rm-Water Assessment Form Contact: Approved �l/ ,20� Mail to:Ktt G-J1OF UVA/9WS6 Disapproved a/c �gCi�l,i��l(� ra ,�D. Towns, H Phone: W-50 'A 11'�1�01 Exp raDti v" Bu n ctor JUN 2 7 2018 APPLICATION FOR BUILDING PERMIT BTJII•DING DEPT. Date��7 ,1 20� TQ Old'SOOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. 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 building shall 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 12 months after 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, in 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 Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, 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 authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether'applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder keiyFg 1 wNTagCT e Name of owner of premises p (,� ,, ;�J17 P N S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed•work will be done: � 9• V,00 House Number Street Hamlet County Tax Map No. 1000 Section0�q Block , Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy_EA1511 N 6s �TOP� DHFLLJ Nr To M1✓ Dr MloUt' I�IM b. Intended use and occupancy 51 N E(Z FAMM H Q HJ� 3. Nature of work (check which applicable): New Building V Addition Alteration Repair Removal Demolition V Other Work (Description) 4. Estimated Cost ?) coo. 00Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor f ok? 1&4. F-LVcoP, If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. �J 7. Dimensions of existing structures, if any: Front l` Rear 1l Depth YI Height Number of Stories Dimensions of same structure with alterations or additions: Front NIAir n I 'Rear''%- ff/�1 Depth Height —Number of Stories IV/A- 8. Dimensions of entire new construction: Front -,81 �L—Je"pth . 6L _ Height 1� Number of Stories / 9. Size of lot: Front 1001 Rear Depthr �� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �— LID. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO� 13. Will lot be re-graded? YES )( NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises �T�1U C. Ca��1�9 S Address�L�a P�1��0, I11�Uhone No. 6'61 Name of Architect 'P,3 'AIN W Address H i q 5 CLAIgA WAA,Phone No Name of ContractorTkAW-ligq ROKOS Address W+-L N 05 ilD. Phone No. r-LrvDr'V_S 15 a. Is this property within 100 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. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O1�lF_ L&( M9A I OP VhW �(/u being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ftrKI R L LO N-'r�ACWCy, (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of hi led e and belief; and that the work will be performed in the manner set forth in the application filed therewith. OTA sYKA ARTA RENES SOPOLI OR NOTARY PUBLIC-STATE OF NEW YORK Sworn t-before me this No.01 RE6334035 2 Qualified in Suffolk County day of 20� MY Commission Exq a 12-07-2019 '/' Notary Public Signature of Applicant Nov 1418 03:33a Anything Electric Inc 631-589-1334 p.1 Town I4all A juwx �j � 1'cicphpt��{G3[}7G5-E$0� 54975 Maui Road (Gilt)� • 5� P.O.Mix 117}1 � � � ro er_dchert reym s0 Vr_d n_V us Ahold.NY 1 W71-(P.59 � BUILDING DF-PARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: � f - 1 �a� �� `�'_ Name: �t License No.: � Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *dame: A,//'"u/ Address: *Cross Street: *Phone No.: Permit No.: Z3 t(l) 7� 2- ?4 � Tax trap District: 1000 Section —6.5 Block: Lot: e *BRIEF DESCRIPTION OF WORK (Please Print Clearly) CJ T 4 L4 X11 e /,4o e_-f..e- �l7` 2 Oci .c (Please Circle All That Apply] Is job ready for inspection: ` YES 1 �l0 Rough In Final -Do you need a Temp Certificate: <gENO Temp Information (If needed) *Service Size: Phase 3Phase 900 150 20 300 350 400 rather *New Service. Re-connect nderground -Number of Meters (Change of Service Overhead + Additional Information: PAYMENT DUB WITH APPLICATION z eq t r ection Form /,P- e- ti,�- /' 0 e e- �� l f��V • �:2 --------------------------- --- F04 BUILDING _a BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD w • 42Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 o01 � Telephone (631)765-1802-FAX63 - ( 1) 765 9502 Temporary Certificate It Date 6t// 2o1s Customer Name Electrician Name /p/� L Address f Z� Phone ( _ e-mail 0 4L� e-mail N Phone License# %�j � Size 7-OC-1A Phase Overhead Underground >I #of Meters Remarks #of Underground Lateralsjj 2 New "H" Frame or Pole P Fire Reconnect -< Was work done on Service? Y/N Flood Reconnect 3s Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. e� Thisverifi ation is v for 90 d :�)date above. Authorized by k. rw !r4 :y o�S,4fFO(�-coG , Town Hall Annex y Telephone(631)765-1802 54375 Main Road ;-0- Fax(631)765-9502 P. O. Box 1179 --- a Y 11T 17 I-U O -- . �gjvl ,� Sao - BUILDINGDEPARTIiII€NT -—4- NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION iaAI3LOR TIMBER CONSTRUCTION Owner: Locatlofi of ProperW: Please.'take notice that thia Oh bk�t IKI alatelii e): . ti the x New commerciko'''r�' Whtlil'&tructure .r. Addition to e4 ; comm 3t lAl-or residential structure'={ y r •�l�ghabilitatibt Q77 ; r�`existing,Zg nmercial or residentia[k$tructure to be constfuC*Wd- r•pe66ft* ad'-at the subject-i operty reference above will'utilii-e"" (check appliCZ!0 4h e); - Truss W.4:�6onstruction (TT) Pre-en6lneerer vi ood construction (PW) Timber constrn in the following location(s) (check a00lic6ble'finb)•, Floor framing, including girders and beams (F) 1t Roof framing (R), Floor and roof framing (FR) Signature•' ' Name (person submitting this form): Capacity(check applicable line).- Owner ine):Owner Owner representative TrussReg15.docx Effective 1/1/2015 i s ..sem-"' '�'•'c-J � !• f to {'-, rla'. � � �j t� � - t i ^ i i 1 aF • d11 � a, p gg_t • 9 i' �', f '•t' a E �� $,.P ^ � • 'll ;gip `.�ate. -��; F 4 F•�^�� i a�. .� .•3� r i ;ii f F — — — � _ 5 .•i o•^ S rl T' 1 q��; e ® ROOF FRAMING ly } 1 s` vht view sS: i i,(i�Q/V• GGI'1'L.5 being duly sworn.depose and say that I am the otiEner o f the premises located av mac, 7 G z Jr %1 �OQa � d -am designR._ng �1o1`' ati r ! a_�_i _c' w re?Jresent and aci on inti behalf as rn-%agrent, and to file he necessa_i -doClLt enis Io obtain a building perr__it(s). W� •Y C;vmer S��or?t esore r�_e his 944/1 Da;:or' Mqr . 2019 stann p DENISE CHRISTINE WASSON NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY LIC.#01 WA6114385 COMM.EXP. 03109tu as PSEG Long Island f Building& Renovation Services h Park Drive Melville.NY L t7 17 LONG 0 PSEG ➢`_i 1 1 N l) 1C mrrL•rfdi+t�+u*url:ri+r{nrc 1 June 8, 2018 Ms. Patricia Burns 20692 Route 25 Mattituck, NY 11952-2441 Re: Electric Demolition Request— 24975 MAIN ROAD, CUTCHOGUE,NEW YORK Customer Project#9-69199 Dear Ms. Burns: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law (NYCRR Part 753) requires all contractors to call for a utility locate (NY 811) prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have-any questions regarding the above, please contact Building & Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Ve>_ truly yours;. Carolyn 1.Taekin=Manager Building ,&Renovation Services PSEG-LU �,�„mT ;� Kenneth Stenger �t I®n a I r Senior Supervisor Customer Fulfillment Department March 23, 2018 Patricia C. Bums P.O. Box 987 Mattituck, NY 11952 E-mail: MY6ANGELS22 _GMAIL.COM ; MAGDA@TURNKEYMODULAR.COM National Grid WO#7102061810 Service Address: 24975 Main Road Cutchogue, NY 11935 To Whom it May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored "811", or the local number for NYC/LI area, 1.800-272-4480. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this "811" call. If you have any further questions, kindly contact me at 631-348-6150. Respectfully, Kenneth Stenger Senior Supervisor Customer Fulfillment Gas NY 1650 Islip Ave,Brentwood,NY 11795 T:631-348-6150 F:516-545-2333 kenneth.slenger@nationalgdd.com www.nationalgrid.com " r I TYPICAL SILT TYPICAL DRYWELL CROSS SECTION S.C.T.M. NO. DISTRICT: 1000 SECTION: 109 BLOCK: 1 LOT(S):2i SCREEN SECTION (CONC. PRECAST COMPONENTS) #R 10-17-0199 GEOTEXTILE FADRIC 6•SLAB FOR NON-TRAFFIC BEARING SUPPORT POSTS e'sue FOR TRAFFIC WARM WOOD OR METAL HEAVY DULY APPROVED MET PPE CAST IRON FR4UE AND APPROVED ou ET PPE FLOW DIRECTION Lft 4•MCOVER 70 GRADE 7°EXPANSION Rwas Dit & (0 MON PTICIED t/ar'/t. �N. 4"/e'/ PRCHED 1 1 EXCAVATED AND 11 EL 42.5 55.E 6ACKFlLI.1�TRENCH ® O EJ 11®����� \A�pR� �.�• F'� EXISTING GROUND D SILT FENCE VACANT LANof r 1. $ 1' 11 I I II I_ ISI l-I-1- D _ J 150, y0 11P UL 8 2018 �O 5'N)fEP ; 2 HIM" � I I—I I ICI I PROPOSED SOIL EL(47.5). f B���GIDEP'r� MON. 39.s S7Dac PILE AREA I FRM. SHED $ / O TO BE REMOVED T® SO�J +�®I'D // �0''` p,• �L� p �•s PROPOSED 3-4 BEDROOM PROPOSED _ S-' =..... '= ='•:. 48.0) SANITARY SYSTEM 3' MIN. 8' / = >: 1,000 GAL S.T. STAGING AREA & COLLAR DEV/ � =.; :;r OS�'al� c ' (1) 8'X12'DEEP LP. CONCRETE WASH OUT AREA BACK FILL MATERLAL TO BE sr�, w�, :::`L.<t: :'%%'`C-`�' �::yh ' IN BED OF PROPOSED DRIVEWAY. CLEAN SAND AND GRAVEL EL(42-0) '..................... ;?. WE� ELEV. 47 3 ...........:: - ';:. \ TO BE 4PP y / �a• ti �9 .....�`= =''"" \•. a� / �`�- do DRAINAGE INSPECTIONS ARE REQUIRED OL OR BROWN to- O ::•:.:.:_.i:G(v• D \•' `d / 9P O 1OA"1 .o`;;, '.. 0=; '� '�► EL 50.0 0,� ti—,� Contact TOS Engineering at 765-1560 before SFO'"" 0 4 \ �o�� Backfill, OR Provide Engineer's Certification AIL SAND 2.5' 100 PROPOSED 6- LOT DISTURBANCE �` 44'5 ;.•:::•`ti / ' a 475) �oo'oo \\ To WELL ��o that the drainage has been installed to Code. O" ; 0) Y70'mtn ( $6� ABANDONED SP oRIr I� BP o NL° 4e 0 / • kl 49.5 H Q ��+ FVIE TYPICAL CLEAN OUT FAQ / ta'Dwc7 1.1' SAND v � \\F DWELLING W/PUBLIC 13.5' SLATE OR SUffABLE COVER \ OR STOPPER END IO��O 1�h Zvi �'9p�'` . ; WATER 150 1.7'W \ \ ` O `o? ....- .............o. ff............ NO WATER XELBOW 8,w 06-23-2017 60' WYE Mc00NMD GFOSCIdCE \ c0 W0. ys ...;... \. \ 0 EL 50.2 N � EL B � <</ p� \ \ FLOW-' 9.Lc,'"2 .�y�� A,po• \ EROSION SEDIMENT CONTROLS ;\ Shall i elude but not be limited to: NON-CONFORMING LOT \ �F .��'\, 4,�\ \ A well maintained Construction Entrance, FRONT: 40 ts�/�lV MIN \ �� I i \ `p\ SIDE: 15' MIN, 35' TOTAL \ r • - •\ s;\ ire Backed Silt Fencing, stabilization& REAR: 50' MIN DWELLING W/WELL O \` •.\ kA r \ THE W:47ER SUPPLY, WELLS, DRYW£LLS AND CESSPOOL \\ � �� •\�` ��4 �o �F, � Seeding of exposed and/or inactive soils. LOCATIONS SHOWN ARE FROM FIELD OBSERVA7701VS \ � 'EXISTING SAN Ir EL 50.5 ; �'\�� \ opyc• °• �\•\ AND OR DATA OBTAINED FROM OTHERS \ ; TO BE ABANDONEDAND BACKFILLED > � WITH CLEAN COARSEL 50. AREA: 27,138.57 SQ.FT. or 0.62 ACRES ELEUAnOry DATUM: ASSUMED SAND �\\o �% \.\ �041-9 iGP APPROVAL OF STORMWATER MANAGEME UNAUTHORIZED AL7ERA770V OR ADD1770M TO THIS SURVEY IS A NOLA71ON OF SEC7701V 7209 OF 7HE NEW YORK STATE EDUCARON LAW. COPIES OF THIS SURVEY i '� � °G.V. i����n�l COl'�1'ROL PLAN -T n Cod hapter 236 MAP NOT BEARING THE LAND SURVEYOR S EA/BOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN �• (J Q ONLY TO 774E PERSON FOR WiOY 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIME COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU7TON o \ i' -Dante: - S LISTED HEREON, AND TO 7HE ASSIGNEES OF 774E LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE EL 50.6 OD i •THE OFFSETS 01R DIMENSIONS SHOMN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIRC PURPOSE AND USE THEREFORE 7HEY ARE �Q : ON pproVed by:NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDI710NAL STRUCTURES OR AND 07HER IMPROVEMENTS: EASEMENTS WELL AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSCALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY AU.P. i SURVEY OF. DESCRIBED PROPERTY CERTIFIED T0: WILLIAM BURNS; /// / ®Qy DRAIN E CALCULATIONS: MAP OF: FlIED: - �TUATED AT: CUTCHOGUE `•�� ��. A) DWELLING FOOTPRINT=2444 SQ.FT. �s 2444 x 0.166= 406cf REQUIRED OF..SOUTHOLD (2) 8'DIA x 5' DEEP DRYWELLS=442cf PROVIDED TOWN oF KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK l Professional Land Surveying and Design REVISED 01-18-17 B) PROPOSED DRIVEWAY=2850 SQ.FF. b+.� 2850 x 0.166= 473.Ocf REQUIRED P.O. Box 153 Aquebogue, New York 11931I REVISED 01-18-17 (1) 10'DIA x 7' DEEP DRYWELL= 479cf PROVIDED FILE # 17-127 SCS�•"=40' DATE SEPT. 3, 2017 PHONE (631)298-1as8 FAX (631) Zee-15W REVISED 10-24-17 N.Y.S. LISC NO. 050882 adatdntnj the reoatde of Robert J. senn..q Jc S.na eh IL Woychu 1 I ') TYPICAL SILT TYPICAL DRYWELL CROSS SECTION SCREEN SECTION (CONC. PRECAST COMPONENTS) S.C.T.M. NO. DISTRICT, 1000 SECTION: 109 BLOCK: 1 LOT(S):21 #R10-17-0199 GEOTEXTILE FABRIC 8'SLAB FOR NON-TRAFFIC BEARING SUPPORT POSTS 8'SLAB FOR TRAFFIC BEARING I' WOOD OR METAL HEAVY DULY APPROVED INLET PIPE CAST LRON FRAME AND APPROVED OUT ET PIPE I� O� �•(O MON FLOW DIRECTION MIH. 4'DU. COVER TO GRADE TO L%XPAN ' 1 INGS PITCHED 1/8/1' ' N. op- PITCHED 4 8- EXCAVATED AND PITCHLD 1/8%1' 0 y I BACKFILLED TRENCH ® p�Q Q Q 42.5 AOI = 00N v�.lQ� �•� . EXISTING GROUND SILT FENCE VACAoLAND , O+g 8'DW5'DEEP `''; �II I IT I—I- •,r_ III I= III 11= 60.6 so w 4. 2'MINIMUM MON. TPROPOSEDKPILE soa :(47.5) E 39.3 ERM. SHED / sTDCIc PLtE AREA •-----:•:.,.:: I 0 TO BE REMOVED / 'O' • ?p,I `L�' Q 48.6 PROPOSED 3-4 BEDROOM _ 4B.o) SANITARY SYSTEM PROPOSED 3' MIN. 8• / 4• A —:: `O':::::::• "':::I`'c 1,00, GAL S.T. STAGING AREA & COLLAR / IA><5'DEEP Trp• ���...% ,.:i'::'":' 6i 0 1 6•-:r:•;,::::•=•�O QL �' O i y ( ) 8'X12'DEEP L.P. CONCRETE WASH OUT AREA BACK FILL MATERIAL TO BE i (�� `1+:";: `:•:?``COQ OOF-%yN+ ° sr IN BED OF PROPOSED DRIVEWAY. CLEAN SAND AND GRAVEL .::.:..:..:':••Q�5��,4�dol':• • I B d� EL.(42.0) : LL ELEV 47.3 ::::: ' ,\BANDONE ��'� DR 8%WN :.;'.t•`i; <i:?p %p' a 9 O OL LOAM 1.0' p-::`:•;'pG F_.-- X. �N / 'PO 0,c• N 5'91:•_:' ' 1 �, Q 50.0 ,F AN ML LBROWN OAMY SAND 2.5' 1009, PROPOSED LOT DISTURBANCEWELL I / DI(47.5) X 0000 \\ TO BE �O O o) NED Y-o—'mrn� SP PALE 48.0 / 1 \® Q 49.5BROWN FINE TYPICAL CLEAN OUT NO // ! TSAND o oa,v ��G� �\ 13.5' ` DWELLING W/PUBLIC SUITABLE COVE STOOR PPER END -�0��,�4j�Jr10%� A,Q �\ WATER 150' OR PLUG 00 p �. 1.7'W '•`•':`•: ;::: G FLS Q 49.3 -s'�. `.\ 1p NO WATER —17' 8' 30' ELBOW W� 06-23-2017 60' WYE \ O �.` eq} 1.W :: 1 1 ♦ \ / McDONALD GEOSCIENCE \ OiL ��i FLOW \ 5�94'0 o2T Q 50.2 %'0,c.O'j,� .`Ox NON—CONFORMING LOT FRONT: 40' MIN SIDE: 15' MIN, 35' TOTAL / REAR: 50' MIN \\ DWELLING W/WELL THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL \ o D ❑ V LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONSEXISTING SANITA Q P 50.5 1`�� 10, TO BE ABANDONED 0' / \ AND OR DATA OBTAINED FROM OTHERS. \ AND BACKFILLED > WITH CLEAN COARS < OD O 0����•1 9� y AREA: 27,138.57 SQ.FT. or 0.62 ACRES ELEVATION DA7UM: ASSUMED SAND � v5�."\ ` EL50' J U L 1 1 2018 UNAUTHORIZED AL MAP NOT BEARING�THERA n0M OR ADD177ON TO THIS SURVEY IS A WOLA 770M OF SEC77ON 7209 OF THE NEW LAND SURVEYORS EMBOSSED SEALSHALL NOT BE CONSIDERED TO BE A VALID TRUER � SURVEY TE EDUCA 77ON LA W. COPIES OF THIS COPYGUARANTEES INDICATED HEREO SHALRUN \v' GOV i'� G ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON a �\ �'' BUMDING DEPT• LISTED HEREON, AND TO 771E ASSIGNEES OF THE LENDING 1NS7771/770N, GUARANTEES ARE NOT TRANSFERABLE. EL 50.6 .0000 i' Q_. T017N OF TSC;T3 HOLD THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS WELL S �• AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY / J0'U.P, SURVEY OF.- DESCRIBED PROPERTY ; CERTIFIED T0: WILLIAM BURNS; DRAINAGE CALCULATIONS: • ti / i' MAP OR FILED: / r _ -- �•/•-_--� _ __ �g0 GONG G A) DWELLING FOOTPRINT=2444 SQ.FT. SITUATED AT- CUTCHOGUE �s 2444 x 0.166= 406cf REQUIRED (2) 8'DIA x 5' DEEP DRYWELLS=442cf PROVIDED TOWN OF:SOUTHOLD KENNETH M WOYCH'UK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 01 Professional Land Surveying and Design REVISED 01-18-17 B) PROPOSED DRIVEWAY=2850 SQ.FT. / P.O. Hoz 153 Aquebogue, New York 11931 REVISED 01-18-17 2850 x 0.166= 473.Ocf REQUIRED(1) 10'DIA x 7' DEEP DRYWELL= 479cf PROVIDED FILE # 17-127 SCALE: 1"=40' DATE: SEPT. 3, 2017 PHONE (831)298-1688 FAX (631) 298-1588 REVISED 10-24-17 MY.S LISC. NO. 050882 mdntdnin`the records of Robert J. Renneeey&Kenneth M.Royehnk TYPICAL SILT TYPICAL DRYWELL CROSS SECTION S.C.T.M. N0. DISTRICT: 1000 SECTION: 109 BLOCK: 1 LOT(S):21 SCREEN SECTION (CONC. PRECAST COMPONENTS)- #R 10-17-0199 GEOTEXTILE FABRIC 6'SAB FOR NON—TRAFFIC BEARING SUPPORT POSTS 8'SAB FOR TRAFFIC BEARING WOOD OR METAL HEAVY DUTY APPROVED INLET PIPE CAST IRON FRAME AND APPROVED oUREf PIPE FLOW DIRECTION WN. 4'DIA ODVER TO GRADE TO EXPANSION RINGS MON PnMED 1/8'/1' MIN.4'DIA. PRCHED 1/8'/1' KEXCAVATED CA ATED AND EL 42.5 1p BAC 6 ® ❑ ❑ ❑ ❑ EXISTING GROUND ❑ ❑ ❑ ❑ SILT FENCE 'yob VAC a,LAND I I 11. 1 I S I I = ; I I I I�TI�I F �I I 1111,111 6 rob 8'DIjdRl.)iP _�I L I I I I I 1 I I t I 0• s� low 4• 2'MINIMUM PROPOSED SOIL EL(47.5) MON. STOCK PILE ARTA FRM. SHED / 39-3 TO BE REMOVED / O=::::•:p.• p 46,6 PROPOSED 3-4 BEDROOM :: b`:::..... ;:: .: EL 46.0) SANITARY SI STEM PROPOSED 3' MIN. $' — / o-:•.o, ::: �0-=''' '' :''• l,000 GAL S.T. STAGING AREA & COLLAR y V1x5'DEEP 6= •••= � �!Z O y4Y (1) 8'X12'DEEP LP. CONCRETE WASH OUT AREA BACK FILL MATERIAL TO BE (�� ';�:`'`: : ' ::'pe �ppF:''.yk ���j IN BED OF PROPOSED DRIVEWAY. CLEAN SAND AND GRAVEL Elozo WELLTO BE ELEV 47.3 : ':.•'.•'•;:::=:.... ... ::: :::• `ABANDON OL Ds BROWN 1.0, '"��F o- `•. ;;�' / 9'f0 0-,LOAM 'G EL 50.0 BROWN \ 4' AM ID 2.5' 100% PROPOSED LOT DISTURBANCE ° 44 'S " '� 0 �' WELL �O 0) VII—mtn^� x(47.5) ��0 apo \\ DONEDT6 SP PALE 48.0 / I \ EL 49.5 Q \ BROWN TYPICAL CLEAN OUT ��� // t 7 SLATE OR �, DWELLING W/PUBLICiy 13.5' SUITABLE COVE STOPPER END 1O��o'�����0 A,P�. :: :.. ... ♦\ WATER 150 C' OR PLUG 00 O,o'�.• 1.7'W . G Elp FL 49.3 OS �.• .;':rSC(..::'•.:i.i: \ >> -IO��� o�1FA Fo lye•.\ 'O-AOp :::�. ��. ..... �4�. 9� .. \ FR \ Oso p ': ':...•. �� ........ " �, \ No WATER —17 30' ELBOW \ S,c•;� \ pR B�W� _........... ': \' \ 06-23-2017 60' WYE \ C� j �' 89� .1'W MLDONa o cEosclErTCE \ CO, 0.�'Lp n 50.2 ` O' NI•. �� �'Lp FLOW \ `sgy ,c. 1N �• Oe q� / NON-CONFORMING LOT FRONT. 40' MIN $� SIDE: 15' MIN, 35' TOTAL \ \ DWELLING W/WELL r0. SF.p . \ I - , - REAR: 50' MIN \ '`• ? �•°y r} �,�. V', •-, ; . > ¢ s Fy L �i LS I THE WA TER SUPPLY, WELLS, DRYWELLS AND CESSPOOL \ EXISTING SAN EL 50.5 <� LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS5� AND OR DATA OBTAINED FROM OTHERS \\ TO BE ABANDONED q�!A�G`•.\�� AND BACKFILLED WITH CLEAN COARSQ 0�,� 9j �•.y J U L 1 1 2018 EL AREA: 27,138.57 SQ.FT. or 0.62 ACRES ELEVATION DATUM: ASSUMEDD ��`o�ovy"%` 50. UAL TERA 7H/S SURVEY NAUTHORIZED IHEnLAND SURVEYOR'S EMBOSSED SEALIS A 140LA 71ON OF SEC77ON 7209 OF 7HE NEW YORK STA 7E'EDUCA 71ON LA W. COPIES BU�'D G D • SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN v G.V. MAP NOT B ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON o � � r(rJ T��R�I<8'►}�'r�TV �"�OIiD LIS7ED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS717UAON, GUARANTEES ARE NOT TRANSFERABLE. EL 50.6 DOO \ i' Q• THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE S 55.0 .i' ( % • NOT IN7ENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE ERECTION OF FENCES, ADD177ONAL S7RUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS WELL AND/OR SUBSURFACE S7RUCfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY /. SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: WILLIAM BURNS; / ^O� DRAINAGE CALCULATIONS: MAP OF: FILED: SITUATEp AT; CUTCHOGUE �� Gp�G G A) DWELLING FOOTPRINT=2444 SQ.FT. 2444 x 0.166= 406cf REQUIRED TOWN OR SOUTHOLD (2) 8'DIA x 5' DEEP DRYWELLS=442cf PROVIDED KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 01-18-17 B) PROPOSED DRIVEWAY=2850 SQ.FT. P.O. Bos 158 Aquebogue, New York 11931 i 2850 x 0.166= 473.Ocf REQUIRED +; REVISED 01-18-17 (1) 1 O'DIA x 7' DEEP DRYWELL= 479cf PROVIDED FILE # 17-127 SCALE: 1"=40' DATE: SEPT. 3, 2017 PHONE (631)298-1588 FAX (891) 298-1588 (REVISED 10-24-17 N.Y.S. LISC. NO. 050882 matntatning the records of Robert.J. Henneeey &Henneth IL Roychulc I S.C.T.M. NO. DISTRICT: 1000 SECTION: 109 BLOCK: I LOT(S):21 #RI0-17-0199 OF 01) MON .Op EL 42.5 1' A0r NSUFFOLK COUNTY DEPARTMENT or HEALTH SEER VICES VACANT LAND 150, ISO PERMIT F,;R APPP3VAL Or CONSTRUCTION FoR A 0 FAA", , RE: 31L` ONLY so IWEL EL(47.5) MAR a 8 201 MON. FIRM. SHED DATE — C E•F MSO. EL 39.3 TO BE REMOVED APPROVED EL 4&6 PROPOSED 3-4 BEDROOM SANITARY SYSTEM 4&0 BEDROOMS =;c.-::•::::... 1,000 GAL S.T. FOR dA.1,1' V] 0 F 0. I-, 0 (1) 8'X12'DEEP L.P. ELEV. 47.3 (151?_?� '0*7�*-:::..*,......-.:...":.--,qO ,'O PIRT "STHRE YEARS ETR MIDATE OPAPPROVAL FX OL DR BROWN iv0 EL(42.0) WELL LOAM ... ... .. ;BAN DONE DONE .0 ML LOAMY SAND 2.5' :0..\..' 0 1 OA, ...... EL 50.0 °oe EL 44.5 WELL TO 13E ;0 SID PALE 0) 'ivlo-m ABANDONED BROWN 48.0 -11 -- EL 49.5 FINE is DRY SAND A WELL .110 011 TYPICAL CLEAN OUT ... ---\.'No. 13.5 vie • DWELLING UBLIC .... . ...... STOPPER END WATER 150 11, O'O SLATE OR O%X_ SUITABLE C6VERA 1(0" "O�"o'D L 1.7 W .......... UG q . ... . Abandonment of existing sanitary by in st must b- 40, confol Co glance wiffi department rc-qu;­, e Subn-�t NO WATER 30* ELBOW co 8'W 7p e 17' connpleted foinn M60�' =WYE I'YA ITWDI- So a Wig. nq <k 1'W 06-23-2017 11, 1b, 0 EL 50.2 McDONALD GEOSCIENCE 0 8 FLOW- 91- %\ 41 NON-CONFORMING LOT FRONT. 40' MIN CP SIDE: 15' MIN, 35' TOTAL DWELLING WIWELL < X REAR: 50MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS EXISTING YT EL 50.5 TO BE ABANDONED 0. 'Ek AND OR DATA OBTAINED FROM 0774ERS. AND BACKFILLED > WITH < 4 1?�CLEAN COARS ID ASSUMED SAND AREA: 27,138.57 SQ.FT. or 0.62 ACRES ELEVA77ON DATUM.- UNAUTHORIZED ALTERATION OR ADD17ION TO THIS SURVEY IS A WOLA770M OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW COPIES OF THIS SURVEYG.V. MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE CORY--QUARANTEES 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 THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. EL 50.6 pd THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY UNES TO THE S7RUC7URES ARE FOR A SPEC/ETC PURPOSE AND USE THEREFORE THEY ARE WELL NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS $ AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY U.P. SURVEY OR DESCRIBED PROPERTY CERTIFIED TO: WILLIAM BURNS; MAP OF: FILED: RO SITUATED AT: CUTCHOGUE C ONG G TOWN OR SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC EME SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 REVISED 01-18-17 PHONE (631)298-1588 FAX (831) 298-1588 REVISED 10-24-17 201 FILE # 17-127 SCALE: 1"--40' DATE: SEPT. 3, 2017 N.Y.S. LISC. NO. 050882 maintaining the records of Robert L Hennessy&Kenneth M.Woychuk PWATBUN TYPICAL SILT TYPICAL DRYWELL CROSS SECTION J S.C.T.M. N0. DISTRICT: 1000 SECTION: 109 BLOCK: 1 LOT(S):21 SCREEN SECTION (CONC. PRECAST COMPONENTS) GEOTEXTILE-FABRIC R 1 0-17-0199 8'SLAB FOR NON-TRAFFIC BEARING SUPPORT POSTS 8'SUB FOR TRAFFIC BEARING 1 WOOD OR METAL HEAVY DULY }I APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE O(T �•(O MON FLOW DIRECTION - MIN.4'DLL COVER TO GRADE TO EXPMISION RINGS PITCHED 1/8-/1- PITCHED 1/8'/1, O `I�`Op_ OO EL 42.5 EXCAVATEDS� BACKFlLLEDRENCH ®El ED 'p, EXISTING GROUND ❑ El El \ SILT FENCE °3 _ VACANT LAND 150/ Q 8'DIAXS'DEEP '(31b I I I I L_I-It J I oil �� _I I J 1 I—I o ' f '. � � z•H1N1sun PROPOSED SOIL EL 49.0 MON. STUCK PILE AREA / E 39.3 / 0.=:;;'•.•O,• EL 48.6 PROPOSED 3-4 BEDROOM PROPOSED 8. _ ?;:: '::.:.::: ;:::.; - EL 49.7 SANITARY SYSTEM 3' MIN. - ........ CLEAN 1,000 GAL S.T. STAGING AREA & COLLAR / u,15'DEEP p_:; S- :>:::`•::: oU;`•'i.".';:i 0 1 8� CONCRETE WASH OUT AREA BACK FILL MATERIAL TO BE �F, 0.':`;.::.. ::.::•....:.a: O h ( ) X12'DEEP L.P. oe l'� �• :'•`"':`•:;'::: =�° IN BED OF PROPOSED DRIVEWAY. CLEAN SAND AND GRAVEL sy ELEV. 47.3hDXq WELL :"'::':'.:.:P.:` TO BE' •:;•:::.::`•• �•ABANDONE �`� / /y< OL DR BROWN 1.0' 6, LOAM O=:;•:•.:; :.:::::.• s_• 1p�a / 'PO O,� iL 1 EL 50.0BROWN ML LOAMY SAND 2.5' 1007. PROPOSED .... o. / \ 'LO`` LOT DISTURBANCE ° WELL •::i / DI(47.5)O� 600000 \EL Y o'mtn 0 \ ABANDONED O Q SP PALE / EL 50.0 O \ �J* 1 �T+ BRFINE OWN TYPICAL CLEAN OUT dp / I DRY •�o�,c� �\ SAND 13.5' EL', / 1.1'W SLATE OR :: \F DWELLING W/PUBLIC SUITABLE COVE ORSix PLUG END ti0���� ,stoP A'PO '�\ WATER 150' �/J�( 1pN\aG 0��o R EL 49.3 AROp .....1 os a::.:::::.. NO WATER `•.:0..;•:......° ,\ 17' T60' OW \ ?XP $•W� 06-23-2017 YE MCDONALD GEOSCIgNCE \ 0, �ji 1'W 0• `9� ` \ FLOW \ s9 0�ti EL so.2 o EL .8 VP- iy 40S'b \o�� y0F o •� '+°' •yam NON-CONFORMING LOT \\ �F��F �"•� �' sosy`•\ FRONT: 40' MIN SIDE: 15' MIN, 35' TOTAL REAR: 50' MIN \\ DWELLING W/WELL �•'\ \ o jos `rt<`,p��'F\ / D THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL \ sy oo- IL7� n LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS EL 50.5 o y U AND OR DATA OBTAINED FROM OTHERS .� ,� SEP 2 6 2018 AREA: 27,138.57 SQ.FT. or 0.62 ACRES ELEVATION DATUM: ASSUMED ` ° 50. UNAUTHORIZED ALTERATION OR ADDITION 70 THIS SURVEY IS A VIOLATION OF SECTION 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY ( \ 0CSG (� EUMDINGDEM MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN I G.V. �' •J 1 ei.O OF So ®LD ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTI7UTION t a �• ;, LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U710N, GUARANTEES ARE NOT TRANSFERABLE. I d 50.6 THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE 5 60'00 k r �►' NOT INTENDED TO MONUMENT THE PROPERTY UNES OR 70 GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS: EASEMENTS WELL \� AND/OR SUBSURFACE STRUC'7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY WILLIAM BURNS; // P CERTIFIED T0: � / �•.%%• DRAINAGE CALCULATIONS: MAP OR FILED: . CUTCHOGUE I i" ��� �C,.C' A) DWELLING FOOTPRINT=2444 SQ.FT. SITUATED Ar ! pO 2444 x 0.166= 406cf REQUIRED Tom OF: SOUTHOLD FND. LOCATION 08-21-18 (2) WDIA x 5' DEEP DRYWELLS=442cf PROVIDED KENNETH M WOYCHUK LAND SURVEYING, PLLC , SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 01-18-17 B) PROPOSED DRIVEWAY=2850 SQ.FT. 2850 x 0.166= 473.Ocf REQUIRED P.O. Hog 153 Aquebogue, New York 11931 REVISED 01-18-17 (1) 10'DIA x 7' DEEP DRYWELL= 479cf PROVIDED FILE 17-127 SCALE: 1"=40' DATE: SEPT. 3, 2017 PHONE (631)298-1588 FAX (631) 299-1588 REVISED 10-24-17 N.Y.S. LISC., NO. 050882 mnt U1,W the reeordt of Hobert J. 8enneeey&Eennelh IL Woy&uk � t - i S.C.T.M. NO. DISTRICT: 1000 SECTION: 109 BLOCK: 1 LOT(S):21 #R10-17-0199 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES MON APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE F 10�0o EL 42.5 . Date APR 0 2 2019 H.S.Ref,No. lf► o - 1-7 Zy I a The sewage disposal and water supply-6aciGtles at this location Brave been inspected and/or certified by this Department or other agencies and found to 6�go'' $ p be satisfactory FOR A MAXIMUMS 2S BEDROOMS. S �� ISO '� � J3•.L.� '���'.�-f'•-°�9 EL 47.5Ip GAS MON. EL 39.3 TANKS 3-4 BEDROOM a A .;.�:p' 'a 5, . •' ' a ,�� ' �� �EL 49.0 SANRARY SYSTEM3'AisAva..';q r,nt •:::h�`O':•`. :': `;:I•� 145' (1)DS'X12LDEEP L.P. - 27.5' °Oa EL 46.3 :`i::. h` `..':• ROOF OVER•\ `$ L .-::':•:•.... WOOD 39.5\ FUTURE EXP. INSTALLED0POOL NUT ic� :.•.'- ::'":.:.:• \ / EL 50.0 O+ .n a:;•O / y .•• / \ 0+00 \ `J• f)-EL 49.3lop JDRY EI,50.0 Op \ G Q�� pp�y :.•:.r.:•.. \\ ave .?.::.::•:.;•;:;. \\ tt' \�G (LO EL 49.3 \��.7'W .;''..S ...G.:'`.... tion DFA �P�,9 Nn ::: "•� \N.- \\ 2S� 0 EL 50.2 \\ 0 3 `9 QO2 \,;\ \ AFF '\ � G�Zs �s•'�\ NON-CONFORMING LOT FRONT: 40' MIN \ ��� \ F \ \ en SIDE: 15' MIN, 35' TOTAL \ jo, \ 9 `•. \ _ REAR: 50' MIN DRYWE'LLS AND CESSPOOL \ EL 505 Y o` ti °o• / '\ ! D THE WATER SUPPLY, WELLS, � LOCA71ONS SHOWN ARE FROM FIELD OBSERVA71ONS AND OR DATA OBTAINED FROM OTHERS ASSUMED \\••\ ��° 50 � APR 1 5 2019 AREA: 27,138.57 SQ.FT. or 0.62 ACRES ELEVAnON DATUM. UNAUTHORIZED ALTERATION OR ADD17ION TO THIS SURVEY IS A VIOLATION OF SEC71ON 7209 OF THE NEW YORK STALE EDUCATION LAW. COPIES OF THIS SURVEY ` °G.V. _ 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 INS777UIION 0 i' '110"0-F SOU ilo- D' ' LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. EL 50.6 0 J • 771E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE WELL NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMEN7S EASEMENTS AND/OR SUBSURFACE STRUE'TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY O / SURVEY OF. DESCRIBED PROPERTY WILLIAM BURNS; CERTIFIED T0: �O MAP OR FILED: �- (� 'G•G =HE& LSt7UATED AT: CUTCHOGUE TowN OF-. SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Hoz 158 Aquebogue, New York 11981 FINAL SURVEY 03-12-19FILE # 17-127 scALE: 1"=40' DATE: SEPT. 3, 2017 Paoxs (ssi)zse-lase FA% (891,) 298-1888 FND. LOCATION 08-21-18 ETSN.Y.S. LISC. NO. 050882 maintaWng the records of Hobert J. Hennessy&Kenneth IL WoyohukQIZICE OE `�S lI • 1 r ZF51 2a-01 DD SETBACK� 911, 2'4° 6'.,7 - MAY 3 1 20 9 5a REAR YAR � �''Qma ___ __ i2"DIA SONATUBE FILLED V4IH _ I _ _ UNE INDICATES --------- ____ __ DECKABOVE BELChNC-RADE TOWN OF SOUT - ------ ____ I f �'r _ ad I FOOTING COM'IWICIICN• Y I •'�•••••�.�- r. 8 x 16"POURED CONCRETE 0 I' I "'••",.,- - — `a'I FOOTINGWITH(3)06CCMIN0005 1 A I b i t'xfll®B -,Il and F--- REBM TIED TO WAW REBAR AT BUIfDWG PERIMETER PROVIDE 3° r---T OF CO+ICAE,E COVER ON ALL I I I I RESAq(M) ISSUED 124" L J 124° I r 1.. .®. NY aWM06N/ 34,-0,,• �p1310RyIFA1i'V I ?REI a I L I — oCN WALL COSR�BION A6 VERTICAL REBAR @ 320 C — a q -----yq-a __-- _ ---r,e;a ---ta 75 .T I 4°DIAMETER "THIGC I 1 - I TYPICAL3D"x30°x 16° I I MM POURED C 6 DEEP CCLUMN FOOTING I 4° CONCRETE SA 4 I I OVER UNDISTURBED SOL n b - I . � I I Rev 1. I 24^x 16'DEEP FOOTING H O Rev 1.07222018 J i I 4"DAMEIER "1MCK � I t' 4°MAH POURED CCNCREIE SLAB I 3 6" 6'-0" 6'-o" 6'-0' 8161 1 d Y' i I O.ER UNDISNRBED SQL - Q Iii I i r--� r---I r— -1 r I 1 I I I I I I $I q 4 -----, I I 1 1 1 1 I TYPICAL30°x30'x16° - b DEEP CCLUMNFOOIING ; + PROTIDE If'TYPE"X"FIRE g, i -'i I w,.�„9N• ®.�,�•.. 1 I FINISH Cid CEILING "TYPE'r FRE SEOSTMGYPSBOAD tr iI 1II 49 SOUTH Cd AI RY RD FINISH ON CEILING WES94AWCNBEACHN Y PHONE 516721-9474 -----------—___ EMAIL.CZVMCIQDESGNS@GMNL COM I---_ — — tR t I 14 W ------_—_—_—_—N_x_-___1_'____________t,_____ _ DC.O.hByU.LBEN NF\N(TEINTEIT --- — ----- --------- ---J •R '� 1- _ �".� -.z•.-i:.;Y,L'1`y' $ie r--7 A r--I11I 312'x12"P COWMd OVER % - 9RNN0AD AVENUE, FLOOR P,O BOX 1442 .�.�., '7�4,07LC6w.. EASTHAM'TON.NY 11937 �J�Q1J - TEL 631.907.0023 11 _ .,,;.°`•'GAR,4GE�SLA9;;°,„: '; '�•„ ,' —+ "J L_+_J_ EMaL•DREWL'$'DBB-PE corT1 4° FMED e'4° 2 •I ,�f "OVER CLEaN.�Np ASMQUPtEQBr• ;I..1 18- - ¢, v”F - OVER LINE INDCATES - 1( `', , •)j - .T', _`''�• DECK ABOVE ■ BURNS ''h 1 RESIDENCE 24975 M41N RD e' ® CUICHOGUE NY 11936 ci ve LINE INDICATES 10 MIN. t r j' '.;..;; ) :j '` SEPTIC SETBACK ■ - {i {;' (` OUNDATION+PROP.FROM PORCH/REAR DECK PLAN 2a.0" 141 ®ice C— a v �'u A2 , 0 ® - L.-^p 1 t l ) FOUNDATION PLAN -� SCALE: 1/4' = I'-0' ® 40 FRONT SETBACK b o �� JUNE 22,2018 1 J Pfd Corporation d/b/a PFS TFCC PFS*TECO An Employee-Owned Company Darryl Mincemoyer February 5,2018 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: #32560 Burns at 24975 Main Road, Cutchogue,NY 11935 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)=I Division:of Code- Enforcement and Administration,Part 1209 Regulations and Fees for Factory Manufactured Buildings. This is a file copy for your records, review and approval. Should you have any question,please feel free \` to call this office at any time. , 'Digitally signed by Richard Sincerely, nner Richa r ,=WDIV:ecn=Richard Wenner, °o=PFS,ou, email=rick.wenner@pfsteco.co Wennerza-tc*:20�18'02.05 10-42 0 -05,00' Rick Wenner —Staff Plan Reviewer rick.wennergpfsteco.com Northeast Regional Office Enc: As stated above. Cc: PFS—File copy State of NY DOS 570.784.8396.2877 Skatetown Road•8loomsburg}PA 1781 TECO WWW.PFVCD.COM VARKS YOU CAN TESTED J NYS Permit Submittal Job #32560 MUNCH HOMES, INC. 1/26/2018 GJH Pfd ince !670111-s1*4 Builder: Customer: Turn Key Burns ame: Name: Site Address: 24975 Main Road, Cutchogue, NY 11935 Street,Town,State,Zip Muncy Homes, Inc. 1567 PA Route 442 East PO Box 325 Muncy, PA 17756 Contact: Darryl Mincemoyer Engineering dmincemoyerCa-gremier-builders.com of� NE NY Approval Number: M 1387-2017-123 € iL�l r 0 Expiration Date: Oct 20th, 2019 NYS Submittal Index: NY Design Specifications w Structural Schedule ATC Wind Speed Area Site Map Plot Plan 02/01/18 NYS "Notice of Approval' letter for system approval REScheck Compliance Certificate NYS "Truss ID Notice" Truss Manuf. Details Electrical Load Calc Door and Window Schedule Whole House Ventilation Supply Air Worksheet Braced Wall Analysis Floor Plan(s) Electrical Plan(s) Foundation Layout Elevations LVL-Connection Detail Wiridborne Debris—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 MUNCH, HOLES, INC. 1/26/2018 07Pt ftVM + 54M Home Ident. (Job No.): 32560_000 Site Location: 24975 Main Road, Cutchogue, NY 11935 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: 135 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 Energy 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 (2015 IECC), 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 , Construction Type Classification: VB SILt,i , 0 Foundation Type: = Basement Located in Flood Zone: No �- Lot Line Fire Separation: No, Wall/Projections >5'from lot lineA- w Finished Floor-Above-Grade: <6' ` -'' Stories Above Grade: 1 , 08625 tom' Spriniker System Required: No S tai Index of Addtl. Specific Dwgs: 02/01/18 Floor Plan Foundation Truss Details) 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. Erb".," 4 APPROVED DATE 6114116 PFS CORPORATION Bloomsburg,PA v Structural Schedule for a 1-Story Dwelling: Job#: "32560" Ground Snow Load �£ 35)1sf a.>� .. .> Basic Wind Speed VASD := ,110,iitp X35`i ' Exp. Ultimate Wind Speed VULT y, ' 'j 5 mph,A" Eq.Exp"D"Wind Speed VULT; -,130160h<3sg;,, W1=484 plf �, W2=282 pif Mean Roof Heightr-�2i3� r< Wall Zone Roof Pitch FXa'• :`j "°-d Truss Type : =�lV(t t3a,E at4�y:,,j y " "` W3=859 pif W4=647 pif Kneewall Dim. "'R ltJa '`€ ,,f ' Roof Design .h aandai vF Loading Section-"Loads per Module" Max.Module Width r 13�y., .._ : £ House Width(nom) 'x � TtsM •- _ Wall Height-1st FloorAeY8 ftp - m Typical Loads, 1st Fir.LL= 40 psf Ext Wall DL= 50 plf 1st Fir.DL= 10 psf Mate Wall DL= 40 plf (per mod.) Loading Section Formulas: W1=Truss Reaction+OH(as applicable)converted to PLF=484 pif. Reference page#2.2.6 within the Calculation Manual for loading origin. W2=Truss Reaction converted to PLF=282 plf. Reference page#2.2.6 within the Calculation Manual for loading origin. W3=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W1+Ext Wall DL [(0.5 x 13)x(40+10)]+484+50=859 pif W4=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W2+Marr Wall DL Loading Section LL and DL Summary(pif): [(0.5 x 13)x(40+10)]+282+40=647 pif TL LL DL W18= 484 363 121 No-Transfer Load(NTL)Loading Section Formulas: W26= 282 212 70 W3 NTL W1=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Ext Wall DL W3= 859 623 236 [(0.5 x 13)x(40+10)]+50=375-plf W4= 647 472 175 W4 NTL W2=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Marr Wall DL W3 NTL W1= 375 260 115 [(0.5 x 13)x(40+30)]+40=365 plf W4 NTL W2= 365 260 105 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 6.2.1.1.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 talc manual-choose appropriate column for reaction given. 4) Reference page 6.1.1.a 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. 6) For the purpose of determining truss LL&DL for WS and W2,LL taken at 75%of TL,DL at 25%of TL. 7) Zone 5 Stud and Stud Column values used as"worst case condition"values in charts below. See talc manual or alternate load section for Zone 4 values if necessary. 8) Referenced Standards: ASCE 7-02,05&10 and NDS 05,12&15. 9) Most common loading condition shown above. Load sections based on speck conditions may be generated referencing calculations in approved manual. Stud Requirements:4 First Floor: 8'Wall Height 12"o.c. 16"o.c. 24"o c. 2x4 SPF#1/#2 OK OK NG Si_dewall—2x6 SPF Stud OK OK—OK -- 2x6SPF#1/#2 OK OK OK 2x3 SPF#1/#2 OK OK OK Matewall 2x4SPF#1/#2 OK OK OK 2x6 SPF Stud OK OK OK 8ft High matewall stud talc values may be used for9 ft high walls¢solid wall blocking is Installed at 8 ft aff.. Sidewall Table Load=484 PLF Matewall Table Load=282 PLF 03/07/2016 13.1.3.1.4.7 APPROVED o DATE 6114116 PFS CORPORATION] Bioamsburg,PA 1st Fir.Headers&Girders-26'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/135(VASD/VULT)Exp C,130(VuLT)Exp D Table"A"- Sidewall Headers and Girders(Wl): Table"B"- Sidewall Headers and Girders(Wl): First Floor I Reaction Stud Columns 1*7 First Floor Reaction Stud Columns 2*7 No. menn' Species Max Span Page# 2x41P1 IXG IPF 116 IPF No Menn' Species Max.Span hO Page# 2X4 SPF 2X6 SPF 2x6 SPF I I 1 1 #1/#2 suid #1/#2 1 1 #1/#2 Stud #1/#2 1 (1)2x4 SPF#2(s) 27`�(Z�3")- '4584 ,4Ae 2 2 1 (1)35" 2.10E,LVL 46"(W-10")l 970'? '43.a, '12?� J 2 4 2 (1)2x6 SPF#2(s) 2 OE,LV 2 2 (1)5 S" L 14 V!)" - -v�1084 2 -`-3�31� 3 (1)2x8 SPF#2(s) .1wp ;3 3 (1)7.25" 2 OE,LVL �e-IiB 2 2 4 (1)9.25" (5�-3") �'1326 --,'4'3 �`A 2- 4 (1)2x10 SPF#2(s) 2 OE,LVL 3 (11.- n a, 3 5 (1)2x12 SPF#2(s) 73!'(G'- .45 9, 4.3za' A R .1 5 (1)11.25 2.13E,LVL 1 8 6,) 6 (1)2x4 SPF#1/#2 29-,',(V-.5") �622' -�4.3�a 2 ",2"'Al 2 6 (1)12 11 2.OE,LVL �,1471(12'-8") 30924� 4 3 a --ri/a'l -�,i,�a '4.3.a: 4n/a�-4 3 (1)2x6 SPF#I/t 7 140� 7 f2 �,43"(.3'-.7")--'m� 911—' (1)14" 2 OE LVL !'16"fiil-" 35,73 �2" 8 (1)16" 8 (1)2x8 SPF#1/#2 -4 3:iA 3?, --,2 2 OE LVL `19V(It'- 4047,�,��N,�A 3'a,`%,- 9 (1)2xio SPF#I/#2 �i,67"(s'-7'!) i408 4.3.a" 2 2 9 (1)18'- 2.OE,LVL .114" 452D: A3.a .-�,n/a 3, SPF#1/# 11-� i"Y" 10 2''. 10 (1)20" OE U 499 _. I P -1 36 d 1"'4 a (1)2x12 7. 4.1a, 3_ 2. 2 JL 2i��; �'258 21!-Q., ;3 11 (2)2x4 SPF#2(s) -39"'(T-3") -828" 4-3�6� 2 X`1'12 --2- 11 (1)22" 2.OE:LVL 12 (2)2x6 SPF#2( Q1211 -7k4 3 ��2�i- '2 12 —3".1 2 s (2)3.5 2 OE,LVL 59".(4-41" % �s 2 13 (2)2xB SPF#2(s) (65'-1" -1536. 3 13 (2)5.5" 2.OE,LVL Ya 2 14 (2)2x10 SPF#2( �ZIS� (2)7.25" 7� . 9 4.3,a' 2 2 14 2.OE,LVL 122:�(10-T): 2575,'o'.,�14.3.a 4 3' 2181- (2)2x12 SPF#2(s io��,(B',7 3 15 4��.9, 4 15 (2)9.25 2.OE,LVL ..56 ) . 3, 2 16 (2)2x4 SPF#1/#2 '42"(3'-6- 64879 .;4'3,a�,0- 2 '�2 C-� 16 (2)11.25" 2.OE,LVL 4603, ak 5 1�1^43.4�j wi 17 (2)2x6 SPF#1/#2 z",6V(51-2" 1288 `43a'�r '3 i2 17 (2)12" 2.10E,LVL k2!'T16' "4ii 4 3 /#2 '1633. is (2)2x8 SPF#I 2 18 (2)14" 2.10E,LVL 2�5" 500a 4 3 a h/a'. n/a, A 19 (2)2x10 SPF#1/#2 10' i998 4A'a,,,- 3 21 19 (2)16 2.OE,LVL 269"(22 572z, 4.3a -n/b, n/a, 8 20 SPF#1/#2 109 (9--l' 23195� "4' a'! 20 (2)18" 2.0EY LVL i3iA"(2S6 64id (2)2x12 .4 la n1a 1 4 21 (3)2x4 SPF#2(s ...51"(4'-3") -43.ik� en/a 21 (2)20" 2 OE,LVL �,33V'(27'-C) ,7103, .4.3.a� -'�nj.a 11)r a�-,AA v rya *1,;,z i'4 22 (3)2x6 SPF#2(s -75-`(6--V) L593 k 4.3.'a 61a n/a -2"1 22 (2)22" 2 OE,LVL 362"00��2 J,:�7772'�:- -4:3','a* V 23 (3)72x8 SPF#2(s) `2Q21 �4�j,aj -nta In/a 2 23 (3)3.5" 2.OE,LVL �67"(5'-7")11 1423!' '4.3.a -16/a ri/i 1:;11,2 24 (3)55" 2.OE,LVL '106"(9'-10'!j_ 2244, a, n, K',n 24 (3)2x10 SPF#2(s) fi7",!,(9`-6 2472 '�A.11F�" 2 25 (3)2x12 SPF#2( FL�WTI V�;2870 A.1a n,a ':4i/a 25 (3)7.25" 2.OE,LVL '�I40'-'(11-911 2967,-, 4.3.a 26 (3)2x4 SPF#1/#2 -;�,55-4(4'-7") 26 (3)9.25" 2.OE,LVL za�g--j14-410',), 3195`,,'��'43'ii��'qn/a 4:v n1a,e, S S) 2 27 (3)2x6 SPF#I/#2 A 16'96 -4:3.i,:? n a 27 (3)11.25" 2.OE,LVL 1.� (18'�V) 46�9�, 1.3,a n-a�,;:,P�13 2 28 (3)12" 2.OE,LVL 49 4 a 3 28 (3)2x8 SPF#1/#2 ibV,'0'-5' -'2148 4,%a`�` �'.,nld 23V(19k a.k n 9 , "a 29 (3)2x10 SPF#I/#2 �124,",(10�47) �4A� 2.OE,LVL T /a rVa" 2 29 (3)14" V 3] (3)2x12 SPF#1/#2 5�1431,' 053,Z1-1 4 30 30 (3)16" 2 OE,LVL A LL=240,TL 180,CD 1.15 Wall Height 8 ft Table Load 500 PLF 31 (3)18" 2.OE,LVL 341Y!�(28', ia 4 32 (3)20" 2 CE LVL 3 �.a' a. 2; ,33, (3)22" 2.OE:LVL A22�(35 1 p'� 3a 'a' a A=LL=240,TL 180,CD=115 Wall Height=8 ft Table Load=500 PLF Table"C"-Matewall Headers and Girders(W2): "Per Module" Table"D"-Matewall Headers and Girders(W2): "Per Module" First Floor Reaction Stud Columns First Floor Reaction Stud Columnii 3 No Menn' I Species Max.Span lbs) Page# W IPF 1x41P1 216 SPF No. Menn' Species Max.span Obs) Page# I.X3 11F 2X4 SPF 1 1X6 SPF #2/#2 #1/#2 #1/#2 #1/#2 W#2 #2/#Z 1 (1)2x4 SPF#2(s) ",-;-'�1453 ``A.1a "I '1 1 (1)35" 2.OE,LVL U�SS"(4'-7'!) 43.A "I" -V) 1 1663- !-87"(7'-3'!) 1 2 (1)2x6 SPF#2(s) ��,5.2 .1 2 (1)5.5 2 OE,LVL �841 4.3,a I 1 2 OE,LVL j9-'-6*-1j'--``i446' .3.a 21, 1 3 (1)2x8 SPF#2( 3 (1)7.25" 4 (1)2x10 SPF#2(s 1028 4:3.a % 'I A 1 4 (1)9.25" 2 OE,LVL ,,146"(1Z .3.a 2 5 (1)2x12 SPF#2(s) ji9l S (1)11.25" 2.OE,LVL �Ilk(i4-7 '!22�5� '4- 6 (1)2x4 SPF#1/#2 4.3.a.-4, ','1 �,-:j 6 (1)12" 2 OE,LVL --4 7 (1)2x6 SPF#1/#2 U`,j'4"'9"j "'-�,706 7 (1)14" 2.OE,LVL ji8"-'i' 2776 .3 a IVS�'nY�" 2 "'1," 8 (1)2x8 SPF#1/#2 2.OE,LVL �44 -43:A --I '�14� &a 316 2 86"(7 2 OE LVL 3516',kf-�'4.3: 4 �z �)V' 9 (1)2x10 SPF#1/#2 1093"' -1, 9 (1)18-- 10 (1)20" OE,LVL '3")�M3882'HF.';i;,4 2k- 10 SPF#1/#2 fn=`(8'4') 1269,'�` 2 ff(25'- (1)2x12 4"' V -4247---A` .3.a 12 11 (2)2x4 SPF#2(s) 5 ,(1.'-3") 643- 4.3,a, 11 (1)22" 2.OE,LVL 4 12 (2)2x6 SPF#2(s) 7�V'W7 2") 4.3.�a n/a 1 12 (2)3.5" 2.OE,LVL nJ a T --I 13 (2)2x8 SPF#2(s) �-94`(V-10) '-.A193-,---,-4.3.a `,�.,n?a, J� 1 13 (2)5.5" 2 OE,LVL 14 (2)2x10 SPF#2(s) �0 �4 14 (2)7.25" 2 OE,LVL �145" 1 849,;1*'-'�'44'3.a':n�­'?A'/'a pq 15 (2)2x12 SPF#2(s) ir (2)9 25" 2.OE,LVL �485'�(15 15 -2365�'Vw4.3.a-�-,�h a 2--,-:-.1 16 -(2)2x4-SP F#1/#2�-54'�-(4--&")-,-!�,683 4.3.a,4��-rT/a—4-t4--' 1-- 16 (i6i,6 /a —(2)2i6--SPF#1/#2 '794� go 10 0 6/a- -1 -(2)12"2 17 (6'-7 0 17 OEIVL-1�1�40'- '30 3 a 31!' "[a,-",. 18 (2)14" 20 SPF#1/#2 16 0 4 a n 18 (2)2x8 E LVL :17i"(ii- 36q3 4.3 a-. 2 19 (2)2x10 SPF#1/#2 �122'�'(10-2"� /a '1 19 (2)16" '319"(26' U21�1,� 2 OE,LVL 41"19 -4 3', Alt- 359' -'3 -9 1, 20 (2)Is" LVL 29'10') 46S7-,;:4,,,'4-3.ai ,-,,,4, . -" 43-" ­'­� I, 20 (2)2x12 SPF#1/#2 �14 1 1�I I -I 2.OE 21 (3)2x4 SPF#2(s 66"(5!-6") 843. 4;3.a 'Ti/a;i 1 21 (2)20 2.OE LVL Dj§�!,(�JQPY -5190i� 4,3 a -2 221 SPF#2(s "A 22 (3)2x6 8 (2)22 2.OE:LVL 37."-(86", 5724 23 (3)2x8 SPFff 2(s) �1570. a- 23 (3)3.5" 2.OE,LVL -YSO'�(6'-V) ri/ 24 (3)2x10 SPF#2(s) 150, -12.-6").--Dft-,-�- 1-� 24 (3)5.5" 2 OE,LVL A- 25 (3)2xI2 SPF#2(s) i74'�':;(14,66'") �'�2234 I 2.OE,LVL ' '. %�e 4.&i`� ri)a a,, 25 (3)7.25" �IqG-(i3-.-f6j' �213�­fk�-',14�3.a. 4 26 (3)2x4 SPF#i/#2 71" 899','. 43.'O'� n/a, rf/a' 1, 26 (3)9.25" 2.OE,LVL �'V212"(j71-8'1,j 273'2 A 3:a ii 27 (3)2x6 SPF#1/#2 ;103','81�71') !#16, n nj 27 (3)11.25" 2.OE LVL -257'i(2 -4J.a' (3)12" 2 OE,LVL 2 Xl-,(22� 0 n a� 28 (3)2x8 SPF#1/#2 �131" 10! '14 a Wa, 28 274, 29 (3)2xiO SPF#1/#2 14T(13L41 1�-�2047 n 1 29 (3)14" 2.OE,LVL "319",(2 4177, '�',4,3,a- ` njak--n/a-Z;�,',1t2,' 4.3.4, /a "file, '41 2 i84"(IS'-4") 30 (3)2x12 SPF#1/#2 23A0 WE,LVL fi/a r 30 (3)16" - a A LL=240,TL 180,CD IAS Wall Height=8ft Table Load 300 PLF 31 (3)Is" 2 OE,LVL 409"1(3W-11' 541� 1'�4.8,,�L n/a; 32 (3)20" 2 OE,LVL V�j�ik(3��-9- 4.8.a Nd,-- -�`e 6 1331 (3)22" 2.OE,LVL 49V'(41 ",&--2- A=LL=240,TL 180,CD=1.15 Wall Height 8 ft Table Load 300 PLF 03/07/2016 13.1.3.1.4.8 APPROVED DATE 6114116 PFS CORPORATION Bloomsburg,PA 1st Fir.Fir.Girders-26'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/135(VAsD/VuLT)Exp C,130(VuLT)Exp D Table"E"-First Fir.Fir.Girders(W4): "Per Module" Table"F"-First Fir.Fir.Girders(W4): "Per Module"-No Roof Load First Floor Reaction I g First Floor Reaction Page# (W4-W2) Page# No Mems Species 1 Max.Span (lbs) No. Mems Specles 1 Max.Span (lbs) g 1 (1)2x8 SPF#2(s) (:!15!•(3'-9':) :„1235: ";4.26 p 1 (1)2x8 SPF#1/#2 '°;57`!(4'-9;');s: 961ti*,rtaa.a-. 2 (1)2x10 SPF#2(s) 5 ;(4`.=�,",) .„2520y% 42:6. 2 (1)2x10 SPF#1/#2 .1,46"(Su10",}: .1176„,' xt 3 (1)2x12 SPF#2(s) W,(S`-4`n)<_ :k1753£'`,.`4�2bRy” 3 (1)2x12 SPF#1/#2 111c.W(6!4$) >•,1365 :;;R-1.a;: .; . 4 (1)2x8 SPF#1/#2 *x,48'(4`-0"j„ ,1314:x:" '44;,,t3 4 (1)7.25" 2.10E,LVL I '90"(71-61,",)`,' .151T 5 1 2x10 SPF#1#2 <';591 4'»}2'! 1606t}i2;li, 5 1 9.25" 2.0E,LVL ( ) / (. } ( ) (.,I35"(9'=7} . 6 (1)2x12 SPF#1/#2 s`; 68'>{5=8.),",, 1862::r ' ;4.2.6,' 6 (i)11.25" 2.OE,LVL >140"-_(ik`=8',' c2362 7 (1)7 25" 2.OE,LVL 775-',(6'-3x') - :2065--' 4.2-W 7 1 (1)14" 2.OE,LVL 8 (1)9.25" ZOE,LVL z'96"(8!-0")- :2639 _442.bx;'; 8 (2)2x8 SPF#1/#2 9 (1)11.25" 20E,LVL 2..117'(9'-9"} %' 3210.,,4: 2. "" 9 (2)2x10 SPF#1/#2 98":{8'2")^' '1667 .:'4.L 'ziS 2'" w, 10 (1)12" 2.OE,LVL „125`;(10'-5") ,"3427 .4;2.b,_x" 10 (2)2x12 SPF#1/#2 M 114":,(9'-6'!.),'":':1936,•,':.4.1.a_"; 11 (1)14 X1146".12-2'_ 0GO_, - ( )14 2.0E,LVL k '},`M! <r %cea:2b: 11 (2)7.25" 2.OE,LVL ,115"(9'-7),° ,1945u 12 (1)16" 2.OE,LVL (167,(13';11}` x4577 ,-4,2.b:a 12 (2)9.25" 2.OE,LVL '4', a Y. 13 (1)18" 2.OE,LVL y 188 (15`-8") '5549 M" ?4z1>J 13 (2)11.25" ME,LVL l''17s"(14'=10")r '3037'F"%?{,1'.a 14 (1)20" 2.OE,LVL %2071(,(17'-3") ;.5683,1, T ,4�2,b,`! 14 (2)14" 2.0E,LVL ; 222 (18"=6") 3795'. 4a.a' 15 (1)22" 2.0E,LVL t226'1(18'40'-)"y x6214A t:•:4.2.6 15 (3)2x8 SPF#1/#2 �AOW(8'-10")' "A795 x <4.1.a 16 (2)2x8 SPF#2(s) a,64'"{5-4), 1752' :: ;42.6 16 (3)2x10 SPF#1/#2 ;;129",(SO'=9"j 2197, ='.4.1;a 9!') _ 17 (2)2x10 SPF#2(s) �;'78"x(W-6�') ;'=;2140 17 (3)2x12 SPF#1/#2 "'149",(12` 18 (2)2x12 SPF#2(s) h 90"vi7 6")` 2484.;x;' 18 (3)7.25" 2 OE,LVL '$327,(U'-0') 2250 l-' 4.1.a 19 (2)2x8 SPF#1/#2;•x.Wr(5E 8") 1861 4'21• 19 (3)9.25" ME,LVL .169'`(14!= 2884;i',;• Q.l.a ' 20 (2)2x10 SPF#1/#2<'83;'(6'41"). -, 2274 '. ;4.2.b. 20 (3)11.25" 2.OE,LVL 205"(17'•1«) x.3525 ': 21 (2)2x12 SPF#1/#2 n`=96''(SW')�% 2638_ "`'4.2 b: 21 (3)14" 2.OE,LVL '256" 22 (2)7.25" 2.OE,LVLk 9 .'),4;;`2655 4,2.b A=LL=360,TL=240,CD=1.0 Table Load=400 PLF 23 (2)9.25" 2.0E,LVL s^12411, 10'-4") ."3392 ` 4;2,6 , 24 (2)1125" 2.OE,LVL Zs150;.`,{12.'-6").<;..4135 „ ,4.2.6''; 25 (2)12" 2.0E,LVL 61 13y-5')' 4414 :xil2.fi a 26 (2)14" 2.OE,LVL x487",(15'-7")'435161,x?'.421411 27 (2)16" 2.OE,LVL .'21¢!(1,7,`.:10`);'"" } X5908, 41.2 ' 28 (2)18" 2.OE,LVL 24111(20 1"•') 4.2 6` rT,.Y xxr,_ .,:.: 29 (2)20" 2.OE,LVL x•268';{22'4j:.z7416�r: 4.Zb i 30 (2)22" 2.0E,LVL 31 (3)2x8 SPF#2(s) n; (7--0")"<';,2300;::•> <4.1 b 32 (3)2x10 SPF#2(s) w-6,i, ?x`2814';" 42,p',p 33 3 2x12 SPF#2 s Y. 1 ( ) () �V119",(9=1.1")'�3267�;;y",�4,; 34 (3)2x8 SPF#1/#2 89'r(7"5."} 35 (3)2x10 SPF#1/#2 Y109"(9'-1'!] x y2992 36 (3)2x12 SPF#1/#2 37 (3)725" 2.OE,LVL `1112."'.(9'4") '3069 :' 4.2� b'"- 38 (3)9 25" 2.0E,LVL 11431'{JIV-11:1);x'13928 2.b.:. 39 (3)11.25" 2.OE,LVL `,174';(14'-6")._:x:°4793 40 (3)12" ME,LVL 511S�rxy 411:6 r. 41 (3)14" 2.0E,LVL 4 210(18,-0") ;%5987 4112 b;e 42 (3)16" 2.10E,LVL `247":(20'-,7"); 43 (3)15" 2.OE,LVL ;278;'(23-2-')zu,7741'_�i 44 (3)20" 2 OE,LVL VS.309";(25'=%') 8627Gt: :A:2 b,n' 45 (3)22" 2.10E,LVL '-3404(28'4") &95I8 lY_<.'4i2,b A=LL=360,TL=240,CD=1.15 Table Load=650 PLF 03/07/2016 13.1.3,1.4.9 JPF ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results Query Date:Thu Jan 18 2018 Latitude:41.0052 Longitude:-72.4941 ,s ASCE 7-10 Windspeeds (3-sec peak gust in mph*): >Ki Risk Category I: 124 Risk Category 11:135 Risk Category III-IV:145 - MRI**10-Year:79 MRI**25-Year:90 . MRI**50-Year:99 MRI**100-Year: 110 as _ 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 If there are community-specific wind speed requirements that govem n L---J-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. L r X;• F� ✓Ff�'y' i X2,75 Main.Rd � r c) gle Earth yip 2018 Europa Technologies ci 2018 Google 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 W W W.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 Dwell I!ngs(Townhouses)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 i (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 - - tolocation_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." NDepartment OF STAATETEOOF QPPpRTUNITY_ 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 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: http://www.dos.ny.aov/DCEA/Pdf/insigniaofApprovalOrderFormDOS 1962.pdf.. Please Note: Use the System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, 414W. 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, , NZ to alter this item in anyway. Project #32560_000 Oob_S/N) Energy Code: 2015 IECC Location: Suffolk County, New York �? U Construction Type: Single-family Project Type: New Construction + 180 5Q Conditioned Floor Area: 1,812 ft2 Glazing Area 9% Climate Zone: 4 (5999 HDD) 02/01/18 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Customer: Burns Builder:Turn Key Modular Homes, Gregory j Hayes 24975 Main Road Inc. Muncy Homes, Inc. Cutchogue, NY 11935 225 Blossom Lane 1567 Rt442E Southold, NY 11971 Muncy, PA 17756 570-546-8915 Compliance: 4.7%Better Than Code Maximum UA: 316 Your UA: 301 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 Cpnt. 4".Ass or U-Factor UA e meter Ceiling 1: Flat Ceiling or Scissor Truss 1,812 44.0 0.0 0.027 49 Bsmt Level Stair Walls:Wood Frame, 16" D.C. 192 13.0 0.0 0.082 14 Door: 1-30 x 80 Blank:Solid 18 0.200 4 Wall 2: Wood Frame, 16" D.C. 1,592 21.0 0.0 0.057 76 Window: 1-30 x 37 SL: Vinyl/Fiberglass Frame, Double Pane with Low-E 8 0.290 2 SHGC: 0.25 Window: 10-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 156 0.290 45 -- SHGC:0.25 Door: 1-50 x 80 1 Sidelite:Solid 30 0.270 8 Door: 1-36 DBL Full Glass:Solid 42 0.350 15 Door: 1-32 x 80 Blank: Solid 19 0.200 4 Floor 1:All-Wood joist/Truss, Over Unconditioned Space 1,785 19.0 0.0 0.047 84 Project Title: #32560_000 (job_S/N) Report date: 01/27/18 Data filename: \\SRVOPS\P1ant3Office\Prem1er Data\REScheck 32000\32560.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. `� Digitally signed by Gregory Hayes Gregory). Hayes, Engineering `ypate-.2Q18.01 27 07: Name-Title ,..._.. Me 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 bidr 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 any way. NS �r •; r 0 02/01/18 Project Title: #32560_000 (job_S/N) Report date: 01/27/18 Data filename: \\SRVOPS\Plant3OfFice\Premier Data\REScheck 32000\32560.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. ..::. Ver�f�eil �•�. x C6m"fi``s7 v -4t men .: pe. am, :.R Q' ..s:z.. a�' _ wa:� _ ��.:.. :'�.':-.•;..7s .�S;;�.. �v$s: ..;� - , .z v Sx= 103.1, 'Construction drawings and = - P-4 ` = ❑Complies ; 103.2 !documentation demonstrate : Vii❑Does Not [PR1]1 i energy code compliance for the � :frs 'Tk 4 � ❑Not Observable ' !building envelope.Thermal &. .rn, <a � ; < � =. ,;"•:`<. ''. = ❑Not Applicable ; envelope represented on ����:----.�;:r-•�• ' =•r �=,�,�-� �-��W 'construction documents. 103.1, ;Construction drawings and0. ❑Comlies ' P 103.2, !documentation demonstrate ❑'m -- Does Not 403.7 !energy code compliance for 1 , its _ : w - []Not Observable ; [PR3] ,lighting and mechanical systems. �. • --<uz=��-:,��.��, �;�;,;�:;'.. ��-,=�.�--- r;= z `y, .; 9e❑NotA Applicable !Systems serving multiple =���"=r- :��' �� °��.� �'w> � -"� f--i< PP , dwelling units must demonstrate !compliance with the IECC vim;- •,:.=.y > +Commercial Provisions. �h=�_ ���y<<-.:-_�- •-Mw.�q�� k' Heating and cooling equipment is: Heating: Heating: UComplies ; sized per ACCA Manual S based Btu/hr I Btu/hr ;❑Does Not on loads calculated per ACCA ; - Cooling: Cooling: ,❑Not Observable , Manual J or other methods , Btu/hr Btu/hr :❑Not Applicable approved by the code official. I PP Additional Comments/Assumptions: 11 High Impact(Tier 1) '2w;Medium Impact(Tier 2) t3; Low Impact(Tier 3) Project Title: #32560_000 (Job_S/N) Report date: 01/27/18 Data filename: \\SRVOPS\Plant3Office\Premier Data\REScheck 32000\32560.rck Page 3 of10 ` ' ' ~ ' A protective covering Is installed to TIComplies protect exposed exterior insulation ;E]Does Not and extends a minimum of 6 in. below :E]Not Observable; e. grad !E]Not Applicable Snow-and ice-melting system controls;E]Complies IFQTIIV�E,,' installed. QDoes Not :E]Not Applicable AddNtionsXCommmmentm/Amsmmmptiomm: I High Impact(Tier 1) Medium Impact(Tier 2) Low Im er 3)' - Project Title: #32S6O_OOO (lob_S/N) Report date: 0I/27/I8 Data filename: VSRV0PS\P|ant3Office\PrennierData\REScheck32OOD\32SOO.rck Page 4ofIO ' .. _�Protection of insulation on HVAC Project Title: #3256O_OOO (job_S/N) Report date: 01/27/18 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2] Medium Impact(Tier 2) _: Low Impact(Tier 3) Project Title: #32560_000 (Job_S/N) Report date: 01/27/18 Data filename: \\SRVOPS\Plant3Office\Prem ier Data\REScheck 32000\32560.rck Page 6 of10 v, mptleiiT, `toi�mL MAngii atIoWins'padibii 71", All installed insulation is labeled ElComplies or the installed R-values []Does Not provided. E]Not Observable E]Not Applicable 402.1.1, Floor insulation R-value. 11- i 11- ;,E]Complies ;,See the Envelope Assemblies : 402.2.6 E] Wood I F� Wood :E]Does Not table for values, [IN1]1 Steel Steel ;E]Not Observable :[]Not Applicable i 303.2, :Floor insulation installed per Kn" 1-N-V OComlies 4XV, "0" W--�W p 402.2.7 :manufacturer's instructions and -z,v []Does Not T �R [IN2]1 in substantial contact with the U-;R'U M E]Not Observable 1 -157 "Sffi 00 :underside of the subfloor,or floor -- []Not Applicable :framing cavity insulation is in LW Q contact with the top side of , -- - , V- �4 :sheathing, or continuous C :insulation is installed on the underside of floor framing an extends from the bottom to :top of all perimeter floor framing members. 402.1.1, Wall insulation R-value.If this is a! 11- R- :E]Complies See the Envelope Assemblies 402.2.5, mass wall with at least A of the F-1 Wood F] Wood !E]Does Not :table for values. 402.2.6 wall insulation on the wall Mass E] mass [IN3]1 exterior,the exterior insulation 1[]Not Observable requirement applies(FR10). E] Steel E] Steel :[]Not Applicable 303.2 Wall insulation is installed per ,S `5&1E1Complles [IN4]1 manufacturer's instructions. x4 - Qfi—!�'--ZIDoes Not §9EINot Observable -�-""---,;E1Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium impact(Tier 2) Low Impact(Tier 3) Project Title: #32560_000 Uob-SIN) Report date: 01127/18 Data filename: \\SRV0PS\Plant30ffi1ce\Prernier Data\REScheck 32000\32560.rck Page 7 of10 5ectibn`.: , :' ;Plans Verified : Field Yletifiecl` rinat,•[rispe tioniProvIstons ,=; > Value Value tCainplies?,-: J C6Mm6As1Msumptiarts ;& Re SID Q. . Z, 402.1.1, iCeiling insulation R-value. R- R ;❑Complies ;See the Envelope Assemblies 402.2.1, { ;,❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ' '❑ Steel ;❑ Steel 402.2.6 ;❑Not Observable [Fill' ;❑Not Applicable 303.1.1.1,;Ceilinginsulation installed per ❑Complies ; P 303.2 manufacturer's instructions. , .d E° ��- �_,��:�-,�• ❑Does Not , [FI2]1 ;Blown insulation marked every 1300 ftz. .; ,_<, M;':._ ❑Not Observable ; ❑NotApplicable ; 402:3 " 'Vented ' T'" ^ _'"`" _. _ _ h air permeable °, � s _ ❑Complies attics cs wit ; [Ff22j?s "insulation include baffle adjacent �- ��:- = �_"` ��." ' >`�"=" ���❑Does Not Ito soffit and eave vents that � :s3z: • -:� ' -; = ;. _•. ❑Not Observable ' J extends over insulation. ' ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ; [FI3]1 I insulation ?R-value of the ;❑Does Not adjacent assembly. ; ;❑Not Observable ❑Not Applicable If 402.4.1.2 1 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 I ach in Climate Zones 1-2, and 1 ;❑Does Not <=3 ach in Climate Zones 3-8. i { ;❑Not Observable :.[]Not Applicable 403.2.3 1 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [F14]1 Icfm/100 ft2 across the system or ft2 ft2 ;❑Does Not 1<=3 cfm/100 ft2 without air i ` handier @ 25 Pa. For rough-in UNot Observable { Itests,verification may need to { ;❑Not Applicable ; occur during Framing Inspection. 1 403.3.2 f 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 ;❑Not Observable !leakage measured with a , !pressure differential of 0.1 inch ;❑Not Applicable I w.g. across the system including {the manufacturer's air handier ; !enclosure if installed at time of { { test. Postconstruction test:Total !leakage measured with a { ; I 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 T`:; _' z�>; x "< k❑Com lies [F124]1 =2%of FI24 !by manufacturer at< = 4 x%.; `. ,.K❑Does Not design air g ❑Not Observable ' Not Applicable 4403..1.1` !Pro rammable thermostats ❑Com lies 9 p :.:. . .. _ F19 installed for control of rima Does Not ;heating and cooling systems and- "_X MC n :�❑Not Observable ' ;initially set by manufacturer to "= `° k �., E]Not Applicable licable codes specifications. PP 403.1.2., ;Heat pump thermostat installed v `:< � s =^r,¢ �❑Complies ; ��.'.5��.*'---a"�fy moi.;..:e ,4.,t:q [FI -01_ Ion heat pumps. - - a=' r❑Does Not '�---�-_ �=�::_=m '��.,.,��- �:•->_.. ❑Not Observable ❑Not Applicable ; .403.5.1. . ;Circulating service hot water _ _ _ _ ,: �;erg <:FF<—� �� ���❑Complies ; [Fill]? systems have automatic o F '` ~="y� `s' *'A£]❑ ' m c r `���;� �.�,��. �-,; , :�,o Does Not ; accessible manual controls. Mr ¢ s... kr..�:.-- „ •.--. ��;:-�❑Not Observable %Ax i' ^�.�.�:,�:,".� .�" `,.:,`^ice- � ."', �'•,..�:.:<;�.._^`�� ' " ..2 rw � :, ~..__µxi •; ❑Not Applicable 11 High Impact(Tier 1) Medium Impact(Tier 2) 3': Low Impact(Tier 3) Project Title: #32560_000 (job_S/N) Report date: 01/27/18 Data filename: \\SRV0PS\Plant30ffice\Premier Data\REScheck 32000\32560.rck Page 8 of 10 ' / / V ti 4b,&A0,1 All mechanical ventilation syst em ElComplies fans not part of tested and listed DDoes Not HVAC equipment meet efficacy v A9 E]Not Observable and air flow limits. E]Not App 3, licable plying heat Ei 2-10Complies 403,'2: Hot water boilers sup �61? !through one-ortwo-pipe heating setback 4", A,: SYbtt::FIJb have outdoor []Not Observable control 1:6 lower boiler water le tdoor Heated Water circulation systems U1 have a circulation pump.The E]Does Not system return pipe is a dedicated E]Not Observable return pipe or a cold water supply pipe.Gravity and thermos- 11";' -a'e�_ Applicable I syphon circulation systems are -A not present. Controls for circulating hot water system pumps start the pump with signa hot water demand within the occupancy. Controls automatically turn off the pump h ter is in circulation loop I is at set-point temperature and no demand for hot water exists. .4 Electric heat trace systems F 2 comply With IEEE 515.1 or UL Does Not Controls automatically the energy input to the T_ 9EINot Observable adjust heat tracing to maintain the fred water temperature in the pipin Water distribution systems that Z ElComplies 301'2,,,- i� have recirculation pumps that e,-4-4, E]Does Not pump w6ter from a heated water I Ipe back to the heated EINot Applicable water source through a cold water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. ElComplies Drain water heat recovery units T4.; DDoes Not IF 4', 'tested in accordance with CSA B55.1. Potable water-side E]Not Observable Wessure loss of drain water heat recover�,units < 3 psi for )Ie individual units connected to one or two showers. Potable water- side pressure loss of drain water k heat recovery units_<2-psi for individual units connected to N three or more showers. 404.1 175%of lamps in perma 1'ip�j%a qi [F1611 !fixtures or 75%of permanel It ot fixtures have high efficacy lamps. -voltage E]Not Observable :Does not apply to low E]Not Applicable lighting.I Fuel gas;IIghtIng systems have ��'[]Complies no continuous pilot light. .0 JE]Does Not �E]Not Observable pplicable 1 High Impact(Tier 1) _F2,_'.'_',,FM_edium Impact(Tier 2) Low Impact(Tier 3)Project Title: #3256O_UO8 (job_S/N) Report date: 81/27/18 Data filename: \\SRV0PS\P|ant30ffice\Pnenn|erData\REScheck32880\32560.rck Page QuflO Project Title: #325,60_000Report date: 0I/27/I8 i 2015 IECC, Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 i Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 44.00 Ductwork (unconditioned spaces): Glass D.. Window 0.29 0.25 Door 0.35 CoolingHeating jenr Heating System: Cooling System: Water Heater: Name: Date: Comments I i I un 4y T3omes Sugerior 13�ujider•A 4 Premle]r_13ulidex-s DATE: 1/26/2018 JOB#: 32560 i BUILDER: I Turn Key The following information is being provided by the modular manufacturer to aid the Builder in completing the NYDOS required Truss/Pre-Engineered Lumber/Timber Frame Notice per Title 19 NYCRR Part 1265. The Builder shall be responsible to complete the remaining information on the required form and shall submit the completed form to the Authority Having Jurisdiction upon application for the Building Permit. PLEASE!TAKE NOTICE THAT THE : (check ei ach applicable line) 0 New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure i TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE: (check each applicable line) I 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) ❑ Floor Framing and Roof Framing(FR) Job, Tpism TrfisslyO qv P0, 8mp ",21Z 18063 NM6,858M HWE MONO I I nnv-�6%-35100 ,UulvdriljlforeE vFdocts Ido'.6;nd Ra"5 "6""; -2015 rV6;3l'F ie t"Po 0�,,th IlLA11 Ft Copyrighte 1,148 A, M-f2 to 3=2-0 p J3 9 0. 60TIO"p Max HMC-lftc:g)1 440(kq;g)- Maxtlp0=480=13y.6=403,:C P) QO=�4"(Lt 3j,,J§4822(LQ,13) 1-340"pt, MaiC 730 52 l$MHl' 3 2 N Wi 11SX? 11 V.Z61 41 11 '14 15^1 24-14 , i - 11,210 04,,0, lsm.12, 'Plate Offsets(X.YY--f1".0,442—Edual,1:0-2-5041-0 110,540-0451.m.maoi-pi.m0:142.0-0141.180442.9,44 FSPAGWO-',-2-" 5P#C9NG-;144 In, D60 Yowl Cla PIA-Ms GRIP WANNG'(031) X-OADWO Osf}' (OMING�(iiio pW&ddp.*bbL 4,16 �TC ID'1,4 verl(LI.) ga 7.8- W2 ;4q mw 1974144. TGit 2,Q:9T,CLL, 40.4' TCLL S3-.O, LOam5pl.' 1.15 - WA(PT) 7-8 W472 180 IVITIONS 1q7ll44 pound so"---35.0) ,(Gro u rict$rjbW--ij�) (0rcljAd,S66iv,='70A) gipsti4sfloa YES W8 6.1tf ti6d(ttj -OpD 7 fila od lCLL o,d 'L .0 WDL M6 rGQL '10 bodejeb=MBLiOW (Mi* W - BCLL 00• 119,41 e' eIgfi1 771b ACOL '10.a BCDL, islin BCDL 20.0 7 PI2014 ,i(I]IMBER. I TQP�CHORD WSPFNO.?�'[Ucept! TC�PCHO§D, $tructurol wood,sheawn dfectirwpiea or."-o�bd pwlris;46t*Vvtld verkalil(01 BQTCHPRD, laqT1, "HOARD� 6P.6SS,, I WEBS, id-SPF%VJ�FxCePt. REACTIONS. (lb(size) F (-r-4A lRD V2=-42515,24-58546'M 3,410�-4100. -�t 'NOPUCHDA0 *V�79.i3-*4io J445=4241979�,'84§=42W 1, j-'l 2-2P796i,,742=497126 r4 WEBS MijUI9AD,FKLQ JPINT 4;9 4m �hq, 5r-1.59M71M 9=504I-573120740 2 -8qVVA.6ps'0,(Alt,,*mOv 61216 *11;EC;ancIosed,hlWFkS-(#dviIope)gabldrqsnd zine:anC•C, , E)dddQ((2jZoha;CanVIs e' left' - 1. ' lbrcee&-MV#RSt*f,reacUon&shoWn,Lumber DOL-71,,6gplate q&p DQL4.00 E- 'qlqned bAbAh Freem43)'TCWASCE710,Pg=3$.O,psf&rbi6d` p0(io6f.;h&)Oate&iyjeEWCCPiflOV, lW01-11 a A)peofdeslqit qpakload hkwhedn reduiAiUwaccouhtf6pslopk nittillrUfjrr Upb6ldked 5n0W,IoAdph slg !� ANP!ll; mvaAOf MA, INv Hlu8EDETAILS for plate plaenfunt o pmolslon3muothistpade,1.6 ),dUdn �g oritd*irenj A­ bh0(d8ndanq,otherMb Wa.." BC%i;rf0;0pif. SAV. 12),Pro*a i�dcharilcatca p w1c rjhjTCQda section 23'DSj aM rerifinced4*lindlird AASMI 1. l4)4TN%tru4vis,d6signed I(%iccoid;iriegwkh tholj�161&irfii6nal 8 0 14 ),I*a piibaplton'16*1(6ep.to chords in plane,any biqd�tng orldillhg of Die hIngerp)a(a must be'repaied,before thefiqUUM is put,Intd w4a. . tta MardANSVTPi i and 1,8 foteruflcegl.sla , , 7)#si4Cr6Akmt%42I il 06 Ul lhi Pf6l89s!6Nkj 8n0ln4erWg46aI IddlOWs that a geensed j r6fe,Wdrlal has iapieiVod,ths dosfgn;uhdbr,the st4ndprds refore=4 WiMin IhTs=dFkt, 6/231205' ;a truss'design Is.eteeptable under the{owly adopted bui(drlp.eode fest veith.lhe titiilding official or doslgnated.appo4rtee, UAlverol ForostFrQductsk— rt& 2801 MBELTLINE,RD,NE AWARNING verIfy-ctosign param e ters an d,REA 0 NO TES PHONE(016)4848161 FAx j6l rJ4 65406o, GRAND RAO I P Mf 45251 Trds$•4fii Morbe*#4f todirMed OsTon qpq�14Lmr, pli-rTh 4�.;ishjAd i�rl $-Jb 6mponedhas onV 66 ld ervori it Is tory n d?v.aI t 0 i ni to,6,a I n gif d.a n d�r.'je d va i66iB).A pOlka i-Il Fy u hieko n pla rl i4 I ars-am'4p40 fr in 6'M d6o 4 4 63 mkife 6 11 �po ri bl ity&UfMd# 4-iiWei-noflM, 03/07/2016 1.2.7.1 i N' V,,N V`R4kT,--FOR> T PR0I tTQT8,INC. Jbb Tmo Cvsloinar MFO' 7066 HM685tf74 SMP 212 Ttie,ptofe$slonat engfneating seat:indicotsls that a'Ilcettsed profeifslooal,hrts reytdtuetl,tho dQg"n under thd tandacds re(erbnced tvlttitd thta t1 +mint,ndtlwoossadly the cWrsnt:staWbulfdK4 coda.Tlie dngtnd`e`rrdg<seal feAct'an spprovdl to usa_a d6sl6n1d a speBiilEstete:Thetrfiafi itetemilnatloh onvrhethdr:a Vuss ddslgn is•act:iofable• undorthe locally sdopt d bf*ioq code,rail y4J4 the'bu0ding 4fffdgl or fleslgppted appolntee. ,/����Sil1l111t11�1/ - V4- FMC av- co� r Yr� , '.i •,Q •l :(h ,,ftEV IY YYi "m' .+ ..' !�j *- •+ t;. - eta - G+ PFfpF3SiONAI, - �• !rrvyuf�rJ 1 �ia0,1.E:�s�;B�[tliii�;N�F �G'rancl R;�pii�s;1�,��5��=97.,�f-.��1_f����-f�1��i• F��(6��)3•��-OQ,�i(3 , 03/07/2016if ;co�x1. 1.2.7.2 - I I i Electrical Load Calculation: MUNCH' HOMES, INC. Ref. NEC 2005/2008/2014,Article 220 Chapter 4, Optional Feederiand Service Load Calculations �yy� Modular Only Date: 01!2673'8 Performed By:zGregory Hayes Mfg: Muncy Homes Inc Model:ft,k2560 H7tam'KeylSutras:' 0. Air Conditioning * 0 Central Electric Space Heating ( M... .,_..a x.65) 0 Less Than Four Separately Controlled Electric Space Heating Units ( %:..Oe£, X.65) * 0 Four or More Separately Controlled Electric Space Heating Units ( 0 x.40) * 0 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 ( 24443sf* x 3)xµ WIa_ 7332 15 14-2 120 Small Appliances ( 3 x 1500 ) 4500 20 12-2 120 Cook Top! f;,:> 4 30 10-3 240 20 12-3 240 Single Wall Oven f.`-;,.3 �,� Dishwasher s fNA;; ; 15 14-2 120 Microwave t:' ' "NA; 15 14-2 120- Washer 20-Washer 20 12-2 120 Dryer5� 6 30 10-3 240 Furnace Safety Switch (Furnace by others) z~ €AN °:H,max 15 14-2 120 r.k.- M Water Heater(shipped loose) ; .:,>4}500;:":_= 25 10-2 240 Whirlpool 20 12-2 240 Subtotal: 31432 *Total square footage per floor First 10 KW of other loads @ 100% = 10,000 watts "� a4L'!iii C Zemainder of other loads @ 40% ( 21432 x.40) = 8,573 watts a CF Heat Above: twatts cc Total Calculated Load: = 18,573 watts '�� 08615 Required Service Size: 18573 T 240 = 77.4 Amps Installed Panel Size = 200 Amps 02/01/18 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. I , I Window Schedule MUNCY HOMES, INC. ZU ft Ae VM IF eyoffe-sem Andersen Silver Line Series (Single Hung) Ident. No.l U Val Light Vent Type Max Flr Egress Material SHGC Area SF Clr SF i 3037 1 0.29 5.33 2.43 SH 60.75 -- Vinyl 0.25 3859 I 0.29 12.05 5.71 _F__S­H_7 142.75 5.7 Vinyl 0.25 I i Door Schedule Ident. No. Size U Val S.F. Material Finish Type Glazing 32FD ; 32"x80" 0.20 -- Steel PTD Blank Class"C" (1 Hour) 36 36"x80" 0.35 5.50 Steel PTD 9 Lite 36SL1 I 36"x80" 0.27 2.37 1 Steel I PTD 12 Lite w/1 Sidelite 36DBL I 75"x80" 0.35 17.22 1 Steel PTD DBL Full Glass I I i Ca i 02/01/18 I Warning-It is a violation of the NYS Education Law Article 145 for any person, i unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. JOB PRE-32560 SHEET NO. 1 OF 1 Warning:It is a violation'of the NYS Education Law Article 145 for any person, CALCULATED BY CD DATE 1/31/2018 unless he is acting under the direction of a licensed Professional Engineer, CHECKED BY DATE to alter this item in any way. Whole House Ventilation Supply Air Worksheet Manual J Table 5A Dbf 11t.A1r0hahgd''Valulesfor`TI rber-orf6ur EXOOSUtOsi x L' hstrt tl[frk Qlc fianger.PQE lfiaur�4reaE,Cng� �fYtifRY�YitfS�rb Flcsdr Area C 6Z lewd 9"te(ISNFQFjtapa i5ii•a ry H ,art 9(S91•tca.i + I 3 W20CI(3 " Qcit r 349x8 'i00OrMOO '6rgfirq Q 9.1 4?.tat G:1* #i.lr a` 'g,S�;. Ii1t^ t�i3E 0,41, fl.3$ C7��+� C��� $'r.Y6. 13^-r,A vara a �ry108 �t 5 y1.39' t4sS�h2 0'w'' My�Q ii` ;3@kntLne��� _ W�aT �+e�.0 G✓�� �.'Y� '�.'tj4, ',FCR.sY•5�:(��'�' Fvee---addihertat rwewAd6,'ekrd 7 OFFA qu'edf m&e addiflua i wept=_arld:td Crff�IoCaL Ibzfi alw 2015 IRC Table IM1507.3.3(1) c,o.mr!1<+acus"V1,ioLe-Ho 1sE'mECtiAmc 4,v r=;hfTrLAi 6A-:!�YtT1E&A1RFI-6W'"- 1 EQ Ili EME I3 S r _ 1'}W'ELLth1G tdNPT >%�1;t,9MHER{)F HEI3R[7Tt7A� ,FL0011-AREA 0=11 4-5 " 5-7 ris uar�feerl girtlawin1cm; 154 I Y,#?kD i 45 75 90. =105, 5,001"4500 :C0 75' 9.0 "10.5 1 . 4,501•-=00(p 1 73 •120 s1�5 105 1,20 435 1.50, 120 135 15t1 15' 70r'.k-1'Uj='q fwtty0S 9 at',l tutrxdff+:ocper e�ute 0.Gum 719 tna�S. { NPS r Construction: :l`igl1H19 1st story area sq.ft. r. :1812`sf " 1st story ceiling height ``z` .8 ft Total Building sq ft. 182 sf '° �' 5pz•�' Building volumei cu.ft. -"--: 144966;0-cf Air Change/Hr Value `0 26 ACH 02/01/18 (ACH*Volume)/60 min=CFM Provided -'62.8'CFM CFM Required per Table M1507.3.3(1) iL >60:CFM _.. .� � .._ I I Whole house vel tilation exhaust is provided by a continuous bath fan. See electrical plan for the identified!fixture location and size. I ' ^ .IRC Braced Wall Program Applicability Check "Wind Design" dKi Ultimate Wind Speed: IRC, d4led Model Si3ecific Information: Sales No. ofGtorh»s: Designe Tommbmome.: Wb`6Exp000ra: SeismioZon� Footnotes for Braced Wall "Wind" Analysis Pa-ges 1) Braced Walls to be located in accordance with section R602.1 0 and a minimum of 20 ft from edge bzedge of8VVP (RGO21O22). 2) If Continuous Sheathing (CS-WSP) per R602.10.4.2 is used, Braced Wall Panels (BWP's) shall be required�t each end of the Braced Wall Line, or 1 U-10"away max with an 800 lb hold-down at the BWP closest bjthe end ofBraced Wall Line. Minimum 8VVPwidth dimensions shown intable have been interpo|oted from Table R602.10.5. | 3) Required 1, ofBraced Wall required interpolated from Table RGO2.1D.3(1). Braced Wall total installed shall not beless than 4'inany one Braced Wall Line. 4) Andersen' oryNVVEquivalents: 3037=24210. 3465=2852. 3857= 3046.4237= 34210'4257=3446. 2257= 1848. CVV13 =CVV13. 5) /\"g|aza |" door represents aSlider, French, orPatio door and uses the worst case(|aDgaot) opening for the nominal size given. G) Method 613 (Drywall Cladding), minimum panel lengths are 96"when drywall one side only, and 48"when drywall both sides (Table RGO2.1O.5). 7) Framing 6elow: ForGeimmicZonon/\. B. &C. fasten the bottom plate cfInterior Braced Wall bujoists or blocking below with (6) 0.131"x3-1/4''nei|o@ 16''o.u. Blocking nhoU befastened toeach joist w/(3) 0.131''x3-1/4" nails each side(Figure R602.10.8(2)). 8) Framing Xbove: For Seismic Zones A. B. &C. fasten the top plate ofInterior Braced VVoUo to the truss or blocking above with (5) O.131^x3-1/4"nails @1G"o.c. Blocking shall bmfastened boeach truss bottom chord w/ de nrG"o.c.for continuous blocking per(Figure R602.10.8(2)). Pages:Footnotes for'Braced Wall Analysis Adaxnate Bmemad Walls Q) For oQ'- '"high wall,Table RG02.1O.5allows a2'-8"wide A8VVMethod Panel toreplace a4'-D''wide VVGP method panel. 4.0/2.67= 1.5=Multiplier used to determine Equivalent WSP BW Length when ABW panel exdaado3''8"inlength. / � _---------1O)--Foran8''D'-highvvoU.Tob|oRGD2.1O.5allows o2'4�-mdeA8VVMethod panel boreplace a4'-O'-wide\80SP Method 4.0/2.33= 1.714=Multiplier used to determine Equivalent WSP BW Length when ABW panel exceeds 2'-4"inlength. 11) Exterior SheathingFastening for ABVVMethod Panels: 1 st Floorof2-Story: 8d@4"o.o. Edge Fastening 3/8^Min.Wood Structural Panel | 8d @ 12"o.o. Field Fastening Sheathing Both Sides ufWall Of 1-Stryor2nd F|rof 2-Stry: Dd@G"o.c. Edge Fastening 3/8^Min.Wood Structural Panel | Od@ 12"o.c. Field Fastening � Sheathing One Side ofWall 12) ABVVHold-downs Required for an8'orQ'high wall, Seismic"C"max(Table RGO2.1U.G.1): C2 41; One-Story or2nd Floor ofTwo-Gtory: 18OO|bcapacity 1atFloor ofT\mo'Story: 3ODO |bcapacity Program Date: Created 3/24/2015 Program Revision Date: 71712017 Warning It isuviolation nfthe NYS Education Law Article 14sfor any person, unless haisacting under the direction ofolicensed Professional Engineer, u,after this item inany way. --~—~— i 4 Braced Wall Analysis 2015 International Residential Code I Sales Division Database Designer Date No.of Stories Wind Speed Wind Exp. Seismic Premier Builders I 32560 Gregory Hayes 2/1/2018 1 135 C B Braced Wall Line: I A Location:Rear Long Wall Window' R O. x R O. Quantity Min.CS-WSP Method Width Height BWP Adj to R.O.' 2257."<S' 22.5" x 57.5" `•:`> = 1` Floor Level Roof Pitch 7:p?:w>:/12 2259`' 22.5" x 59 5" :i8.{t:_;."Wall Height Mean Roof Hg <:,14 OQ'ft_ 3051, x 37 5" ;,, '•33;92ft,•BW Line Total Length Eave to Ridge Hgt u 3449 34.5" x 495 26.ft,: BW Line Spacing Btm.of Mod.to Ave.Grade' ..•:1.42'ft" " 3465` 34 5" x 65 5" Y 15,68 ft:Sum of Openings m BWL 35.5" x 65 5" ,,z <=; , '. 1:ffie.'Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 3857 38511 x 57 5" :'< « ,0 ft:. BWP Value reduction for Method WSP BWP's<4'wide(fable R602.10 5 2) 38,5" x 1 59 5" 0,- No.of panels 42"wide �No,of panels 36"wide -4237,' ; 42.5" x 37.5" 16,88 ft Sum of Openings&Walls Not Used as BWs-Indhe BWL ;4257 42.5" x 57 5" I CS'-WSP.BW Method(fable R602.10.4) :`.;CW13` 29.5" x 36.5" >;. �'' 6,2 ft. Length BW Required(fable R602 10 3(1))3 77- x`; - I x - Alt.Braced Wall and Portal Frame Braced Wall-Length Adjustments - I x - ez'^ Oft,.',,Length of CS-PF or PFG Panels in BWL PF Method x - zf?,. ,; - s"0 ft CS-PF or PFG Panel BW Length Adjustment -i x - „?` „Oft. Length of PFH Panels in BWL 0No of PFH panels in BWL - x %D ft' PFH Panel BW Length Adjustment ABW Panel Lengths" Doors ;Oft.. ;Total Length of ABW Panels in BWL 32 34.5" x 82" .?- 0•ft :-ABW Panel BW Length Adjustment 38 5" x 62" =``• ^' "' Ad ustments: All values extracted or interpolated from Table R602.10.3(2 36 s11::," 52". x 82" 3' 1.20 Adj for Exposure y;35 sl2 65.5" x 82" ;°.E -�a: 0185..:Adj for Eave to Ridge-Hgt No" Segmented Wall Adjustment? 5`glszed < 60", x 82" " 0.9a- Adj.for Wall Height ,1,OD Adj.for 800 Ib HD each BWP .,r$'glazed.,<,, 72.5" x 82" ,<<1;0¢--;Adj.for#of Braced Wall Lines 8.glazed 96", 1 x 1 82" ;;' r:2:Number of BWL's Parallel to BWL Being Analyzed 108" 1 x 1 82" ? ;` :.1.06• Adj.for Not Fastening Interior Gypsum i6',Gar.Dr,. 192" 1 x 1 82" 1 Na';Apply Adjustment? Special ;1•QD.;;Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI 36D$L 75'c x '=`,82,5"':., .1 "33;9- ;rila Horizontal sheathing blocking req'd for CS WSP Method. x iia, " Total BW Required AfterAdiustments %( x .„ %6.69ft, BWAdjReq'd (6.2x12xO85xO9xlxlxlxl)=5.69 x MOO(,BW Provided (33 92-16 88) Pass or Fail? =�i=+�-�•';Pl1SS="s,y-<u' Braced Wall Line: i B Location:Front Long Wall WindoW4 R O. x R.O Quantity Min.CS-WSP Method Width Height BWP Adj to R.O.- 22.5' .O?22.5" x 575" -' < j `Floor LevelRoof Pitchy "7;`^'x'/12 2259:;-< 22.5" x 59 5" "�" -:z% ` •• g jt'>_,Wall Height Mean Roof Hgt•,:,14;tI9 ft,s '3037.1, 30.5" x 37 5" s 33.92 f[=BW Line Total Length Eave to Ridge Hgt;kX58 ft.. 34.5" x 49.5" 26.fE.;BW Line Spacing Btm of Mod to Ave,Grade ;•3485. "" ' 34.5" x 65 5" ;13;96 ft Sum of Openings in BWL "3565':; ' 35 5" x65.5" ''-` :;, "2 .. Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 857! 38 5" x 57.5" <•'• ;•; -,., ,..`<. _ ; ;Off BWP Value reduction for Method WSP BWP's<4'wide(cable R602.10.5.2) 38.5" x 59 5" a;:3 •i'-i;"24,Q ., "';.` 0 I No.of panels 42"wide No.of panels 36"wide 4237^:; 42.5" x 37.5" 2k-i,;;;; ,,%;.. ;, J5,96ft: Sum of Openings&Walls Not Used as BWs in the BWL < ,,,4257• . 42.5" x 57.5" r' ',r ` :. ;; „-;.'; CS WSP BW Method(fable R602.10 4) CW13,,: 29 5" x 36.5" M1);',,i; " : ., N''°? !•6:2'ft; Length BW Required(rable R602.10.3(1))3 "-`;�'' x - _; Alt Braced Wall and Portal Frame Braced Wall-Length Adjustments x - ;,, D ft Length of CS-PF or PFG Panels in BWL „yrila' PF Method - x 0 ft. CS-PF or PFG Panel BW Length Adjustment x - 4%'" ? = _;Oft_ Length of PFH Panels in BWL No,of PFH panels in BWL `Q.ft,:, PFH Panel BW Length Adjustment _---- - -- - -- Doors Gft=-Total Length of ABW Panels in BWL ;:0< D' .r.'' >.-v` 34.5" x 82" 'Oft ABW Panel BW Length Adjustment <v36 38.5" x 82" `, <; Adjustments: All values extracted or interpolated from Table R602.10.3(2 46,s11' 52", x 82" ;1..-'• '. 's ,33 5`,. ;.. :?.7,20 Adj.for Exposure x 82" Rr: °^ = " f 0.85 Adj for Eave-to-Ridge-Hgt Nd'.Segmented Wall Adjustment? 5:glazetl. 60", x "- ` t$ 0.9D Adj.for Wall Height EdAdj.for 800 Ib HD each BWP 'E'6:giaied"., 72.5" COO`„Adj for#of Braced Wall Lines 'ct$'glazed. 9611/ t `° 82"p ,_ ?�;, ., -" - ;;s; ,,;Z'_.Number of BWL's Parallel to BWL Being Analyzed N. Adj for Not Fastening Interior Gypsum 416'Gar.:Dr 19-' 82" x i Ej Apply Adjustment? Special ff- I -" `r =' �":=r t. -1 "1,00 Adj to Remove Horiz Shthg Seam Blocking-Not applicable to CS-WSPI ";,• q °s' x - :42•6J 1�144 3 f t r• o(ifH:Horizontal sheathing blocking req'd for CS-WSP Method. ",Z I iU; s .x $y;, ' r, Total BW Required AfterAdiustments ;x ice," %<.. ", 9��t,BWAdjReq'd (62xl.2x085xO9xixlxlxl)=5.69 17:96 ft BW Provided (33 92-15.96) Pass or Fail? .`'777- i�sS-'`:g ';`;.? Program Rews n ate „ 12djArl 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, 02/01/18 to alter this item in anyway I I I Braced Wall Analysis 2015 International Residential Code I Sales Division Database Designer Date No.of Stories Wind Speed Wind Exp. Seismic Premier Builders 32560 Gregory Hayes 211/2018 1 135 C B Braced Wall Line: 1 Location:Left End Wall Window' R.O. x R O. Quantity Min.CS-WSP Method Width Height BWP Adj to R 0.2 �'yr2257�'" 22.5" x 57.5" Floor Level Roof Pitch 7; 112 2259, 22.5" x 59.5" 8 ft;"-Wall Height Mean Roof Hgt,,,14.09 t, 30.5" x 37.5" 'E26*; BW Line Total Length Eave to Ridge Hgt ,`7.58:if 34.5" x 49.5" t,x>` ,:; ,33.13T BW Line Spacing Btm.of Mod.to Ave.Grade: .42 ft':: i•:3465;` 34 5" x 65 5" `�. �5;75'ft' Sum of Openings In BWL 3565,. 35.5" x 65.5" i = '; ;1;it; ' Non-Qualifying Panels in BWL(&or Portions of Wali Not Used as BWP) 3957:,,,;S 38.5" x 57.5" _ , 0 it'', BWP Value reduction for Method WSP BWP's<4'wide(fable R602.10.5.2) :3659•, 38 5" x No of panels 42"wide F70.1 No.of panels 36"wide ;4237r r ' 42.5" x 37.5" H-;• w,;: ;;r; '13,75A, Sum of Openings&Walls Not Used as BWs in the BWL 42.5" x 57.5" GS-WSP BW Method(Table R602.10.4) cCWf3`, 29.5" x 36.5" -,7;78 if' Length BW Required(Table R602.10.3(1))3 Alt Braced Wall and Portal Frame Braced Wall-Length Adjustments x - =`K £ 0 ft.i' Length of CS-PF or PFG Panels in BWL n/a PF Method - x - �y,;' ;-;: , ;.,Oft, CS-PF or PFG Panel BW Length Adjustment r - x - "s.;• 'O1ft:> , Length of PFH Panels in BWL �0 No.of PFH panels m BWL x ,0 ft °.PFH Panel BW Length Adjustment Doors 0 ft•..Total Length of ABW Panels In BWL >0° Y 0'•,:.• ,;0 < 34 5" x 82" 0 ft' ABW Panel BW Length Adjustment 38 5" x 82" ,,y - _ Ad'ustments: All values extracted or interpolated from Table R602.10.3(2 36sH.•, 52", x 82" 20','Adj.for Exposure 1, 36 s12;,;. 65 5" x 82" �•`,` 1,0.8&•;, Adj.for Eave-to-Ridge-Hgt £Nd Segmented Wall Adjustment? ,B'glazed, 60" x 82" ;?y r= - q.90-« 1 Adj.far Wali Height ,00 Adj.for 800 Ib HD each BWP 6'glazed. 72 5" x 82" <t;! ..1.00 Adj,for#of Braced Wall Lines i;8'glazed.: 96" x 82" s f .;' ;,Number of 8WL's Parallel to BWL Being Analyzed 9`Gar D[ 108" x 1 82" "% t -,, y' ;1.00,;:•Adj.for Not Fastening Interior Gypsum 16'GarDr-' 192" 1 x 1 82" -1 - -:Np ApplyAdjustment7 Special :9:q0;,Adj to Remove Horm Shthg Seam Blocking-Not applicable to CS-WSPI 32';' x .;,$3'! ;„ `•1'.;•.;; ,, 34.3, -;;'". :E]Horizontal sheathing blocking req'd for CS-WSP Method X36"iArchWay "`377` x 'IN 83" ;i}; 5 34.3:, Total BW Required After Adjustments ;x•''{' .; x a 7.14,ft; BW AdJReq'd (7.78x1.2x085x09x1xix1xl)=7.14 ?•'a 1 x > >• li,.19.25ft 113WProvided (26-6.75) Pass or Fail? 4�";PASS< 1 Braced Wall Line: 1 2 Location:Right End Wall Window° R.O. x R.O. Quantity Min.CS-WSP Method Width Height BWP Adj to R.O 2 _, 2257.;`, 22 5" x 57.5" = ,;1 Floor Level Roof Pitch ; ' .7 *,,;;112 2259 22.5" x 595'. gif, Wall Height Mean Roof Hgt 14;09;ft ` 3037;: 30.5" x 37 5" '':z;, 28 ff BW Line Total Length Eave to Ridge Hgt '7:58.ft; 2015 International Residential Code r Braced Wall Analysis , I Sales Division Database Designer Date No.of Stories Wind Speed Wind Exp. Seismic Premier Builders 32560 Gregory Hayes 2/1/2018 1 135 C B Braced Wall Line: C Location:Rear Long Wall Window' R.O x R O. Quantity Min.CS-WSP Method Width Height BWP Adj to R.O' 2257 22.5" x 57 5" Floor Level Roof Pdch" ;7•F„d,"112 2259:.,. 22.5" x 59 5" ;=x•, " ' 8 ft 'Wall Height Mean Roof Hgt 14.D93037 i' 30.5" x 37.5" - :6¢ft „BW Line Total Length Eave to Ridge Hgt 7.,58.3449` 34 5" x 49 5" 26 ft BW Line Spacing Btm.of Mod.to Ave.Grade:;;,1,42 3,465., 34.5" x 65511 '9,63tt'Sum of Openings In BWL ,3565 . 35.5" x 65.5" ;i'-, :' x "< . s;`s0:ft;,> Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) \ 3057­.. 38.5" x 57.5" ;;;, ', ,.- - " .D ft,':BWP Valuereduction for Method WSP BWP's<4'wide(Table R602.10.5.2) 3$59 38.5" x 59.5" =2`; ` ,':r"'24,0y:_„... '0:. No.of panels 42"wide No,of panels 36"wide -423T,,,;,:' 42.5" x 37.5" >; - '9,63;ft Sum of Openings&Walls Not Used as BWs in the BWL ,4257 ' 42.5" x 57.5" as-WS BW Method(Table R602.10 4) "CWT3:_ 29.5" x 36.5" Length BW Required(fable R602.10.3(1))3 - i x - x,<i. i 5,, Alt.Braced Wall and Portal Frame Braced Wall-Length Adiustmenfs ;.Y`. x Length of CS-PF or PFG Panels in BWL FjrTa;", ,PF Method x j; ;;,;y;•;, „, Oft,>% CS-PF or PFG Panel BW Length Adjustment - I x - ::%-` ,0 ft Length of PFH Panels in BWLNo.of PFH panels in BWL - i x - ? .`<; i n Braced Waiii4naiysis 2015 International Residential Code I Sales Division Database Designer Date No.of Stories Wind Speed Wind Exp. Seismic Premier Builders I 32560 Gregory Hayes 2/1/2018 1 135 C B Braced Wall Line: I 3 Location:Left End Wall ndowa Width x Height Quantity - 2257 22.5" x 57 5" i;` Floor Level Roof Pitch 7 /12 „22b9 22.5" x 59.5" s, - 9 Jt: ..Wall Height Mean Roof Hgt„I%t 09•tf 3037, 30.5" x 37.5" ', „ `, ;z2B ft," BW Line Total Length Eave to Ridge Hgt 7.58 fr` 3449: `.; 34.5" x 49.5" 324.-SA BW Line Spacing Btm.of Mod.to Ave Grade:j=1AVU 3465.; 34.5" x 65 5" ,6 6: Sum of Openings in BWL ;3565,„: 35.5" x 65 5" T6.676# Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) :31357:?, 38511 x 57.5" „ v;„,. :;b ft', BWP Value reduction for Method WSP BWP's<4'wide(fable R602 10.5 2) 3859;;A 38.5" x 59 5" (3' No of panels 42"wide -4237_`;` 42 5" x 37.5" g 19,875ff Sum of Openings&Walls Not Used as BWs in the BWL 4257',x: 42 5" x 57.5" "'; WSP,-AB BW Method(fable R602.10.4) CWi3 29 5" x 36 5" ;";r t.` 6:63 ft'Length BW Required(fable R602,10.3(1))3 x - Alt Braced Wall and Portal Frame Braced Wall-Length Adiustments x - " 0 ft"',Length of CS-PF or PFG Panels in BWL 7.,'W_-w,;PF Method - x - •; ` ;0 ft a3 CS-PF or PFG Panel BW Length Adjustment - x .6,125'ft: Length of PFH Panels in BWL 0No of PFH panels in BWL - , x ,5.88 ft BWL length add for PFH walls((3 x 4)-6.125). Table R602 10 5 Doors ,.°O,ftr':'Total Length of ABW Panels in BWL D 0,£,: 0 ;< 32• 34 5" x 82" 01.` ABW Panel BW Length Adjustment 36 38.5" x 82" Ad•ustments: All values extracted or Interpolated from Table R602.10.3(2 36 sill 52" x 82" z, ,.1,20^ Adj for Exposure `:Wsl2 65.5" x 82" ",0,85. :Adj for Eave-to-Ridge-Hgt F.No;Segmented Wall Adjustment? --„8'-glazed„ 60" x 82" - 095."'r Ad]for Wall Height 9:01)Adj.for 800 Ib HD each BWP .6'glaied; 72.5" x 82" 1.3.0-i7 AdJ,far#of Braced Wall Lines $'•glazed:­, 96" x 82" ;3 Number of BWL's Parallel to BWL Being Analyzed 9',Gar Dr: 108" x 82" Ad].for Not Fastening Intenor Gypsum ,,216'Gar Dr192" 1 x 82" ,z-,,' - ti., No Apply Adjustment? Special "1,00.;Adj to Remove Horiz Shthg Seam Blocking WSP.(R602.10.10,Ex#3) x ,r Na If sheathing is applied horizontally,apply adjustement? x L`s%F Total BW Required After Adjustments }, x i 8.35fI BWAdjReq'd (6.63x1.2xD.85x095x1.3xtxtxl)=8.35 x '' 12,805 ft BW Provided ((26-19.875)+5.88) Pass or Fail? £: PASSt Braced Wall Line: 4 Location:inferior Braced Wall(Garage Wall) Window4 Width x Height Quantity `:`.2257.>. 22.5" x 57.5" - 1':> ;Floor Level Roof Pitch 7>,..;/12 `,2259;; 22.5" x 59.5" -''"_'*' 8 ft";.Wall Height Mean Roof Hgt ";14,09 ftx 3037' 30 5" x 37 5" `< ,26 ft_BW Line Total Length Eave to Ridge Hgt 3445 y 34.5" x 49 5" ,35:54t. BW Line Spacing Btm of Mod.to Ave.Grade ' '142tF a 3465' 34511 x 65.5" :2,BS.ff; Sum of Openings in BWL ;3565 r t• 35 5" x 65.5" i'.10t;`Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 3857.4, -38 5" x 57.5" x. :y0 ft ; BWP Value reduction for Method WSP BWP's<4'wide(fable R602.10.5.2) 3859 38.5" x 59.5" No.of panels 42"wide No of panels 36"wide 4237,;, 42,5" X 37.5" 4163fL,Sum of Openings&Walls Not Used as BWs in the BWL 4257 42 5" x 57.5" q,-GS ' BW Method(fable R602 10 4) DW 29 29 5" x 36.5" a`:,>."' :,. e 16.2 ft; Length BW Required(fable R602.10 3(1))3 ;u.., x - F ;; >,. Alt.Braced Wall and Portal Frame Braced Wall-Length Adjustments . . - i x - ;; ?- ;, ti#t g",Length of CS-PF or PFG Panels in BWL ,n/a%„, PF Method x - ' ,:? x'``' ^'.<f`,v - :'0'ft., `CS-PF or PFG Panel BW Length Adjustment x - y 0 ft Length of PFH Panels in BWL ONo.of PFH panels in BWL X --- - i 0 ft` PFH Panel BW Length Adjustment- Doors i ^'Oft;, Total Length of ABW Panels in BWL F,;a 0•: 'D, .32 . 34.5" x 82" 1: ^ilote#6 0 ft, ABW Panel BW Length Adjustment 36`• 38.5" x 82" »" _' `a"`y Ad ustrn ts• All values extracted or Interpolated from Table R602.10.3(2) ;36 sli 52" x 82" - .%1.20,,,`Adj.for Exposure 36 sj2' 65 5" x 82" x0,85-.>Adj.for Eave-to-Ridge-Hgt ;,No^Segmented Wali Adjustment? V glazed� 6b x 82" ;i - :;0.90: Adj.for Wail Height 1100 Adj for 800 Ib HD each BWP gjaz /1e l ;2;5' 82" R,, o - ;2130' Adj.for#of Braced Wall Lines Number of BWL's Parallel to BWL Being Analyzed Adj,for Not Fastening Interior Gypsum �SarDr :^n,1.92" � 582 nia ApplyAdjustmen t7 jF {f 5eciaix 4 „ L -,1,00 Adj edge fastening to 4"o c and block horizontal seams for GB Method. i ' x edge fastening and horizontal bloclung mstalled,apply adjustment? x a, i„ `'- Total BW Required After Adjustments x `19;33ft..BWAdJReq'd (162x12x085x0.9x1.3x1x1x1)=1933 x - g;, 21:37,'ft:BW Provided (26-463) acs{) d Pass or Fail? ➢afe� v� Z1017 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. i Braced Wall Analysis 2015 International Residential Code Sales Division ! Database Designer Date No.of Stories Wind Speed Wind Exp. Seismic Premier Builders I 32560 Gregory Hayes 1/27/2018 1 135 C B Braced Wall Line: 1 5 Location:Right End Wall Window' R.O. x R.O. Quantity Min CS-WSP Method Width Height BWP Adj to R.O? ;`22573r 22.5" x 57 5" 1", ;Floor Level Roof Pitch "7 `::,- 112 '2259: 22.5" x 59 5" `r8 ft! Wall Height Mean Roof Hgt .0$ft i 003T`. . 30.5" x 37 5" 1:~`.r' S`24,Q 26.ft..°BW Line Total Length Eave to Ridge Hgt.'<758.ft.. 3449. 34.5" x 49 5" ;„`;.;.. "i,;;., ;35.5 ft` BW Line Spacing Btm of Mod.to Ave Grade: 3465; F,, 34.5" x 65.5" Sum of Openings in BWL :3565,' 35.5" x 65.5" 0 ft" •Nori-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 3657,,...: 38.5" x 57.5" ;,,;Y .^:,,,<.i -l< ; <,l >O fC;BWP Value reduction for Method WSP BWP's<4'wide(Table R602.10 5.2) 3859", 38.5" x 59.5" ;2,`," ;' 24,0 ,; W'CS-WSP. No.of panels 42"wide No,of panels 36"wide 4237 42.5" x 37.5" of Openings&Walls Not Used as BW s In the BWL 4257 42.5" x 57.5" ethod(fable R602.10.4) .CW13` 29.5" x 36.5" z h BW Required(Table R602.10 3(1))3 x o^.. Alt Braced Wall and Portal Frame Braced Wall-Length Adjustments x - �,!O.#, ` Length of CS-PF or PFG Panels in BWL r118 z .PF Method - i x r<O.ft'.' CS-PF or PFG Panel BVV Length Adjustment Length of PFH Panels In BWL E0;;No.of PFH panels in BWL - x ";;•: ' :!•. ",s Oft<: PFH Panel BW Length Adjustment Door' %:p ft",Total Length of ABW Panels in BWL ,4 =O'„= 'r• `s:0; r'`' "�32 r? 34.5" x 82' - "r' ,:d ft; ABW Panel BW Length Adjustment :�0'• .; x 82" ^,F; d s : `;:,,`, ;:{ Ad ustmenis All values extracted or interpolated from Table R602.10.3(2 3@ 511' 52 x 82" ,120 Adj.for Exposure >3fi s12`-^ 65.5" x 82" .-•n`• :•OA5 Adj.for Eave-to-Ridge-Hgt Nd Segmented Wall Adjustment? glazed,: 60" x 82" 0.90-', Adj.for Wall Height i;DO Adj.for 800 Ib HD each BWP V glazed,` 72.5" x 82" '?::, - 1;30':,AdJ for#of Braced Wall Lines B'glazed 96" x 82" 3^Number of BWL's Parallel to BWL Being Analyzed >£9:Garpr,-, 108" x 82" " 1.00,; Adj.for Not Fastening Interior Gypsum 16';Gar Dr ' 192" x 82" c, No Apply Adjustment? Special 1,OQ";`Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI x * '^ Horizontal sheathing blocking req'd for CS-WSP Method. j x j =z; Total BW Required After Adjustments = x ';9,67.ft' BWAdJReq'd (8.lxl.2xO.85xO.9xl.3xlxtxl)=967 x e`. `- j7.Q4ft. BW Provided (26-8.96) Pass or Fail?Fa,71741-Ass;77.777 Braced Wall Line: ! NA Location:NA wndow4 Width x Height Quantity 22.5" x 57 5" " . ? ;1: r-Floor Level Roof Pitch,, ,,t'';: 112 2259:'::,;,*;- 22.5" x 5951. ';8 ft,. Wall Height Mean Roof Hgt;'<14:69 It 3037;.,J,F 30.5" x 37 5" BW Line Total Length Eave to Ridge Hgt 34.5" x 49.5" BW Line Spacing Btm of Mod to Ave.Grade: '.<1:42,1t 77 3465 " 34.5" x 65.5" <'0ff?, Sum of Openings In BWL w'„35691 35 5" x 65.5" %.t '6'.Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) _^3657',, 38.5" x 1 57.5" - %, BWP Value reduction for Method WSP BWP's<4'wide(Table R602.10 5 2) 0 ft 38.5" x 59.5" ; r`' 'O:'No.of panels 42"wide E:]No of panels 36"wide X237,:, : 425 x 37.5" -"r:'=;Y- .; ;Oft;, Sum of Openings&Walls Not Used as BWs In the BWL 42.5" x 57.5" ;.;,'" BW Method(Table R602.10.4) OW13 29.5" x 36.5" _X, : = Length BW Required(Table R602.10.3(1))3 - x - ;.: Alt Braced Wall and Portal Frame Braced Wall-Length Adiustmen7.7fs - 1 x - ;i„u 'iO ft!.,',, Length of CS-PF or PFG Panels in BWL n/a' - PF Method I x - ,'r.-y €z' Oft% CS-PF or PFG Panel BW Length Adjustment .,, x - `0 ft Length of PFH Panels in BWL No.of PFH panels In BWL - - z - p:<z;= r - `".h0 ff, PFH Panel BW Length Adjustment - - - _ --- Door' 1 1%•:0 ft.";,,Total Length of ABW Panels in BWL =0 34.5" x 82" ,; x. 0 ft,, ABW Panel BW Length Adjustment ;'36; :x"` 38.5" x 82" vi.i=, %Y Ad ustments: All values extracted or Interpolated from Table R602.10.3(2) 36 sli, 52" x 82" ';J'.20'•`'^.Adj.for Exposure 36,312 _ 5,b" x 82" ;i' "0.85" AdJ for Eave-to-Ridge-HgtN6 Segmented Wall Adjustment" F4ze¢mJ t8Q'"^a NX 82" +;Y 1i.0.90 Adj.for Wall Height '1,04 Adj for 800 Ib HD each BWP �6$gla, n '•7•- i �ir�R 82" Adj.for#of Braced Wall Lines =Number of BWL's Parallel to BWL Being Analyzed € 5i Car DY 108', Adj.for Not Fastening Interior Gypsum " -' 4' );s'G pr P 192 � °�'%'Apply Adjustment? �... SpeCFdll;.,"r"'C" ;O, i -it x Total BW Required AfterAdiustments . BW Ad!keq'd 1>_.,3 x" _ BW Provided Pass or Fail? ��,„No tigriz'sikttg7` rq hz 1 vi io aj 7n/2017 Warning: It Is a violation of the NYS Education Law Article 145 for any person, i unless he is acting under the direction of a licensed Professional Engineer, 02/01/18 to alter this item in any way. I 6 , r CS-WSP/WSP SHALL BE CONSTRUCTED PER TABLE BELOW MINIMUM NAIL MINIMUM MINIMUM MAXIMUM PANEL NAILING ULTIMATE DESIGN WIND SPEED Vult WOOD NOMINAL WALL SPACING (MPH) STRUCTURAL PANEL STUD SIZE PENETRATION PANEL SPAN THICKNESS SPACING EDGES FIELD WIND EXPOSURE CATEGORY (INCHES) RATING (INCHES) (INCHES) (INCHES (INCHES B C D I O.C.) O.C.) 6d Common 1.5 24/0 3/8 16 6 12 1 140 115 110 (2.0"x0.113")I 16 3 6 1140 140 140 Ed Common 1.75- 24/16 7/16 16 6 12 170 140 135 (25'4.131")1 24 6 12 140 115 110 I 006255 d® i 02/01/18 i i i I I 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, j to alter this item in any way. 2 A3.0 b'-10" 12'-4" 6-10" 5� REAR YAR SETBACK ,-- o 3'-0" 6-0" 6-0" 6'-0" Q 6-0" 6-0" - - -- - -- --- - -- -- -- - -- - — - ---- l `�' � - - - . , _ ,.... ._ '�`�. _�""""' NE INDICATES 1_ LI DECK ABOVE t"1 COONCRBETE FILLED 36"MIN. TH - -- ---- -- -- -- -- — --- -'` POURED F —— — —— —- �— — —— —— -t 1 c_ 1312x1 BELOW GRADE I - { FOOTING CONSTRUCTION: _ 8"x 16"POURED CONCRETE I ! FOOTING WITH(3) #6 CONTINUOUS I o - ~^ -x I • �•x 4'DECK'PJ6 Y (3)2x10 A. REBAR TIED TO WALL REBAR AT Q O' _CQBFA;� I I BUILDING PERIMETER. PROVIDE 3" r —— I I e'' C) - - -_ - _ __�� 4r OF CONCRETE COVER ON ALL I O I I '•.` I � - _ REBAR(TYf'.) I I I - ^ --- - -- -- --� _ I ISSUED: I,; I L — — J -- - E\..=./} (w=} -3' 10AC66i.Ar.� - -- -- -- - -- - -- -- -- -- - -- -,R - I " -O 131 2x10 AC6 BEArd _O 12'-4" 12i-4" i 34'-0 4'x 4`DECKtJG -�_--3 GK J� = a v o D. TBD. FOUNDATION WALL CONSTRUCTION I i - I 8"POURED CONCRETE WALL WITH I ( "' D �"V #6 VERTICAL REBAR @ 32"O.C. v _____ __________ _ -___ _ _ - --- -- __ _-_-- - I I --- - --- --- = ----- -- -- -- --- - I JUL 1 1 2018 l I I ,- -- -tet- -- --- - - -- - - -� I I 4"DIAMETER Y4"THICK J " o I I I :': I BUILDING DMr. STEEL COLUMN TYP TYPICAL 30"x 30"x 16 I i S!EDEEP COLUMN FOOTING I 4"MIN. POURED CONCRETE SLAB I TCT`� OVER UNDISTURBED SOIL I o `r' I .'• REVISED: I 24"x 16"DEEP FOOTING N v I I I p ( I I 4"DIAMETER&THICK ' STEEL COLUMN TYP I I �" 4 MIN. POURED CONCRETE SLAB b 5'-b"' b'-0" b'-0' b'-0" 8'-5" I t OVER UNDISTURBED SOIL = o o I o F-- 0 I I I I I I I I � N - � PROVIDE 4"DRAIN AT I I I I I -------1 I _ BOTTOM OF STAIR WELL I L __J �_______� TYPICAL 30"x30"x16" DEEP COLUMN FOOTING o r� UP. 1 I PROVIDE e.,TYPE"X SFRS RESISTANT GYPSUM BOARD - -- - -- I FINISH ON ' ILING ( I (( v PROVIDE 8"TYPE"X FIRE 49 SOUTH COUNTRY RD. -ol ' ( I RESISTANT GYPSUM BOARD I WESTHAMPTON BEACH, NY I I --- -- co I FINISH ON CEILING L_ _______ __ _ _— __ _ __ I ! I I PHONE: 516-721-9474 --- - --- I _I' I EMAIL:CZARNECKIDESIGNS@GMAIL.COM /r a - - - -- - - -.---•- ----- - - -- --a�-- -- - -- -- --� ( --- -- 1 Up.16 RISERS a UP 16 RISERS op I I @71 EACH 3-� 0 EACH --- --- ;`'rrr N I —,- ----- -- -- ------ - - -- -- -- - - --- - ---- --- -- --� I \ i 1 1p, D.B. BENNETT - -- ---- -- ---- ----- - CONSUIJING F 24'-8" U v 3Ii.mR,o.A,r�,.,.r.0.n,.r 1n1].L-11..urT--NY•II"17 �VI I I p �'x 4'ECK p I p ( Tnrn",.r atI-Wr.np±3•G4a'.Ix.R-M.C,NI �/r` --- --- - - I I Lei 0 T8D m _ V a 12"x12"P COLUMN OVER CC I r — — N 30"x30"xl "DEEP FOOTING P.O. BOX 1442 3 RAILROAD AVENUE, FLOOR 2 1 ( 4 131 2xt0 -Q IE - I 113; �toACQ BEAtit - - I �- _- I EAST HAMPTON, NY 11937 TEL 631-907-0023 GARAGE SLAB l =`: --I — - -- - 'L _ I J - -- - -L— —J ) EMAIL: DREW@DBB-PE.COM PROVIDE 4 MIN.,POURED CONCRETE 8'-4" 1 g'_ 1 SLAB OVER CLEAN SAND AS REQUIRED I COMPACT TO 95%CAPACITY. LINE I DECK ABOVE INDICATESIV 4-8" BURNS i co c I °,. 1 co Q i II RESIDENCE (n 1 cn 0 to I I 1 cn U w Qo' o I _ I ,� 1 I 24975 MAIN RD h I z I o I ■ I CUTCHOGUE NY 11935 w a z O z 1 ° moo - � v> z U) W I n I I S LINE INDICATES 10 MIN. I f SEPTIC SETBACK 1 i ►- ' ; FOUNDATION+PROP. FRONT - _ _ - _ __ _ _ — -_ O ;' PORCH/ REAR DECK PLAN 1, 7T, 10'-0" _ . .2'-9" 10'-01' V-721" ' 1 26'-0" 34'-0" w ! cn A2 0 FOUNDATION 'PLAN \_ _ =EXPW SCALE: 1/4" = 1'-0" 40,FRS t o CNT Y cv ARD SETBACK JUNE 22, 2018 2 A3.0 REAR YARD S � qCK 34-0" G - _ —Lr7 3 - �. . ' . �' DN.31?ISLRs x q' 'x q+DECK ; ,r. 1DECIC_ ISSUED: O1 R AR DE K x 4'DECICNG x 4'DECK"•4r TBD. TBD. \x' xJ. . .. REVISED: IINDICATES 1 STORY FRAME DWELLING BY OTHERS Fl >--1 ��� ------- pr x -- — — - . ��'Q =-- -= . I �, I. STHAMPT 49 SOUTH COUNTRY RD PHONE 5106-72BEACH, NY EMAIL. CZARNECKIDESIGNS@GMAIL.COM D.B. BENNETT - -- - - _ �I - - - -- - - - - --- - r c l c �_ � C :n` ; C'()1'�111T1;�C� Fti'GINI"ISR 0 - -- _-- ----- ---- - -- - K..nn., lnrn",�i:611-90?�)23Fann•'xarrc�"-nu u� -------- o — - s N 3 RAILROAD AVENUE, FLOOR 2 --- --- - -- - - . ., : 3 m 37 sea EAST HAMPTON 1NY 1 5�"x9s'1VLFEA�1 'I -- - ---- L. DRE @ BB-PE.COM ` � � TEL 631-907-00239 - - - - - - - - - - - - —I I EMAIL: W D ---DN. -- --------- --------- 4 14 RISERS 8'-10•. ♦ ; + I 16'-6" `i I r 0 _! BURNS RESIDENCE I 24975 MAIN RD w : i : S I ■ I CUTCHOGUE NY 11935 LINE INDICATES 10 MIN. I ` I SEPTIC SETBACK U.1 I 1 j PROP. FRONT PORCH �. I ® AND REAR DECK PLAN 40,F NT� 1 YARD 3.0 / SETBACK '' rill EXp I f�A w - �'. ' ( cn A2 I } PROP, FRONT PORCHI REAR DECK PIAN -. W Q SCALE: 1/4" = 1'-0" J 04 O JUNE 22, 2018 T.O. ROOF SITE ELEVATION: +18'-2" - ------ - - - - - - - :— - I ROOF CONSTRUCTION: ARCHITECTURAL ASPHALT ROOF SHINGLES 30 YEARS OR- -- BETTER OO #F I ROOFING: ARCHITECTURAL ASPHALT SHINGLESNDICATES 1 -STORY-PRE-FAB.- 12 DWELLINGjOR 0ELTPA ER DWELLING-BY-OTHERS ON / PLYWOOD SHEATHING I - B.O. PORCH/ BEAM" - ---- -- -- - - -- -- - --------OVER 2x12 RIDGE-AND-2x8 ROOF SITE ELEVATION: +9-0 - --- - -- - - RAFTER @ 16 O.C. I ROOFING UNDERPAYMENT: AV 30#FELT 4I - ---- - -- - ----- � _ TRIM : a PLYWOOD -_ : -- -- - - - - --- -- - (FASCIA, RAKES, CORNER I _ BOARDS,COLUMNS)PVC OR I ROOF FRAMING: - - 1 -- -- - - - - - - - - HALF ROUND GUTTER { - - - - -- - EQUAL QUALITY I 2x10 WOOD FRAMING -- --- - ------ SUPPORTED W/STRAP TO -- - - -- - ,i RAFTER @ 16 O C RAILING : ROOF DECK I - - -- R �1 -_ _ 3b"HIGH COMPOSITE �-- CEILING FRAMING: T.O. FRONT PORCHREAR DECK - - - E-1 - - If = =- - ---- — —` — I ; __ GUARD RAIL TRIM SOFFIT: 2x4 CEILING JOIST @ 16'O.C. VIJ SITE ELEVATION: +1-8' ( — 1x8 PVC T.O. FOUNDATION -— - - - - - - f - — — - A - -T -- -- - - --- -- — - - - - FILING FINISH SITE ELEVATION: +0'-81/2" _ W ---_ - SCREEN: (� _ - - - --- - - - - - V-GROVE PV PROVIDE E SCREEN I I C CEILING T.O. PORCH DECK FOUNDATION C SITE ELEVATION: +0'-1 1/2, - - — — — -- - -- -- - — 54"x 9%a"BEAM I---- -- ------- -- ----- -- —) BLOCKING AS REQUIRED T.O. GRADE ISSUED: IRV SITE ELEVATION: +0'-0" I I (FRONT) ELEVATION q.)� DET�AIL�- WA�LL SECTION SCALE: I/4" I'-0" SCALE: 1 1/2" = 1'-0" = T.O. ROOF IRV SITE ELEVATION: +18'-2" - -- - - - - - - -- - ----- --- -- -- ---- - - - - -- - - - - - - - - - - - ._ ._. -.- - - -- -- _. REVISED -- --------------------------- -------- ---- -- - -- -- B.O. PORCH/ BEAM - - - — ----- -- -- - - - --- - - -- —_ — —__— — -- — - -- - DECKING: -----INDICATES=l=STORYPRE-FABS ---- - ----- I NV 1"x4"HARDWOOD I I SITE ELEVATION: +9'-0" WELLING-BY-OTHERS-- - - --- DECKINGTBD. — ---- ----- --- ----------- ) - ------- I - -- --- --- - - -- --- - - -- - -- S PPING : SIMPSON LFI JOIST HANGER(FASCIA, RAKES, CORNER 1 I HURRICANE TIE DOWN STRAPPING: -- - -- �� - "Flm C ARD' SIMSON LTP42 @16 O.C. BOARDS COLUMNS iOR E62UAL QUALITY) 2x8 ----- T.O. FRONT PORCH REAR DECK SILL PLA E: _ _.___ ' . I - _ _ _ _ 11 HURRICANE TIE DOWN STRAPPING: -I " -- -_------- DOUBLE 2 x b ACQ PLATE NJ SITE ELEVATION: +1'-8" _-_ _.._,_ - - _ - - ------- i - RAILING: - -- -- -- - -- - '< -- - - t. . -- -- - - f SIMSON LTP42 916 O.C. I ANCHORED TO FOUNDATION WALL T.O. FOUNDATION _--. __. _, _ .: ._-._ . __ .._._ .. _.__ -- - "� 36"HIGH COMPOSITE SITE ELEVATION: +0'-8112" _ �. -- - - - - - - - -- - -- . --- - --_ -_ . .GUARD RAIL - - ----- ----- -- T.O. PORCH DECK FOUNDATION _ -- - - __: _ ___ -_ _____ ____ _ _____ _ _ I I— COPPIER TERMITE SHIELD SEAL ALL II n INV SITE ELEVATION: +0'-1 1/2" SEAMS AND HOLES AROUND T.O. GRADE I— — — -— — - - -�_� -- ----- -----------I FOUNDATION PERIMITER SITE _ - - 49 SOUTH COUNTRY RD. ANCHOR BOLT: WESTHAMPTON BEACH, NY ELEVATION: +0'-0" I I 5/8"DIA. 24"O.C. PHONE: 516-721-9474 2 (SIDE) RIGHT ELEVATION I ( I @ EMAIL CZARNECKIDESIGNS@GMAILCOM FOUNDATION WALL. I 8"POURED CONCRETE WALL WITH#6 SCALE: 1//," = 1'-0" L - - - - - - _ n ( ( VERTICAL REBAR @ 48"O.C. 5 �DETAI�L - WALL SECTION D.B. BENNE T (ONSULTi\C, r.�TGINVER T.O. ROOF SCALE: 1 1/2" = l'-0" 1^1- IV 111."" 1-611 q07-0121.T- -.m.wri. nu SITE ELEVATION: +18'-2" - -- - -- -- - - / �. 3 RAILROAD AVENUE, FLOOR 2 P.O. BOX 1442 EAST HAMPTON, NY 11937 �\ TEL 631-907-0023 EMAIL: DREW@DBB-PE.COM 3.0 4� INDICATES 1 STORY PRE-FAB. I I B.O. PORCH BEAM 1 - DWELLING BY OTHERS --} U - - - - --- - - - - - - - �� II I B RNS NV SITE ELEVATION: +9'-0" ---- L_-- -�----- --- -- - - - - --- --- - -- -- - - - - ----" � _ --- -- -- ---- ---------- — ------- - ---- - I RESIDENCE WATER PROOFING li I SPRAY ON BITUTHENE FE � I I I 1 WATERPROOFING 24975 MAIN RD I I I I CUTCHOGUE NY 11935 T.O. FRONT PORCH REAR DECK SLAB CONSTRUCTION: 4 POURED CONCRETE SLAB WITH SITE ELEVATION: +1-8" - --- - - -- -- - --- ----------- --- -- ---- ------- --- _ _ _ _ _ _ I T.O. FOUNDATION I I SOIL-PROVIDEY2'OVER EISTURBED ELEVATION+ SITE ELEVATION: +0'-8 112" - --- - - I -- - - - - - - -- -- - - - - - -- - -- - - - - -- - -. - - - - - - -- - - -- -- - - - I, q I I 0/1 O WWM OVER UNDP EXPANSION 6x6-1 T.O. PORCH / DECK FOUNDATION — - - - - J !a - _ — _ -_ _ __ __ _-__ -___—_-— —--— -— -— _- -- - — - -- - - — - L L, I I JOINTS W/CONTROL JOINTS AS REQUIRED. SECTION DETAILS SITE ELEVATION: +0'-11/2" --- _ - - - - — - ---- 1 ' �,: / I GRADE - - — SITE ELEVATION: +0'-0" - - 4 1 I ------ �� _ FOOTING CONSTRUCTION: 1_ I __ --) 8"x 16"POURED CONCRETE FOOTING WITH(3) _ I BASEMENT SLAB CONSTRUCTION: FOOTING CONSTRUCTION: i ( I #6 CONTINUOUS REBAR TIED TO WALL REBAR 4"POURED CONCRETE SLAB WITH 6x6-1 0/10 8"x 16"POURED CONCRETE FOOTING WITH _ WWM OVER MECHANICALLY COMPACTED (3) #6 CONTINUOUS REBAR TIED TO WALL DE 3�OF - - CONCRETE COVER ON ALL RE ) PROVIDE SOIL-PROVIDE Y2•PERIMETER EXPANSION REBAR AT BUILDING PERIMETER. PROVIDE 3" I - I , T.O. CONC. SLAB: BASEMENT - - - - - - - - -- -- - - - - -- - _ - _ �' JOINTS W/CONTROL JOINTS AS REQUIRED. OF CONCRETE COVER ON ALL REBAR(IYP.j - _ - - - - - - - - - - - _ J SITE ELEVATION:-8'-0" - — — — — -- -- — — -- — — — — -- — — — 1 I -- — — — — — — — — — -- — -- — — — — — � T.O. FOOTING �--- - -- -, —� _ - - - _ - _ - - -- = ---- _- ------------------------------------------ ___ - , MV EE SITE ELEVATION: -9'-0" - - - 6 DETAIL - WALL SECTION SCALE: 1 1/2" = 1'-0" 3 SECTION A.-A JUNE 22, 2018 SCALE: 1/4" = 1'-0" DO NOT PROCEED WITH FRAMING UNTIL SURVEY y OF FOUNDATION LOCATION HAS BEENAPPROVED. - APPROVED AS NOTED ELECTRICAL DATE: B.P. INSPECTION REQUIRED {s FEE:�� BY: R r NOTIFY BUILDING. DEP ENT AT 765-1802 8 AM TO 4 PM FOR THE TRUSS PLACARDING REQUIRED ?'. FOLLOWING INSPECTIONS: 1.-:FOUNDATION - TWO REQUIRED 's "FOR POURED CONCRETE 2. ROUGH -"FRAMING & PLUMBING 3 1 ,INSULATION " ' 4. FINAL - CONSTRUCTION MUSTPIWMBER;JCER=TIFICATION BE COMPLETE FOR C.O. �O1V 1'EA61CONTENT BEFORE ALL CONSTRUCTION SHALL MEET,THE ;,CERTIFICATE-OF'OCCUPANCY REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR S0L'L)ER.LJSEL) !N WATER DESIGN OR CONSTRUCTION ERRORS. ° °SCPPL Y SYSTEM CANNOT '0 LQ;2✓10'0 LEAD., : v COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES .P�UMBING ' AS REQUIRED AND CONDITIONS OF ALL PLUMBING WASTE . 7� ,&',WATER LINES NEED `t SX1R �.BEFbRE COVERING RD S glower dolor and du�rk testing required. OCCUPANCY OR r. .All UNLAWFUL exterior lighting- I USE IS .. NLA „ installed;replaced or W,ITNO�:T CERTI'FICAT° t'e faired shall conform to Chapter 172 . OF OCCUPANCY of theTow. n Code DRAINAGE INSPECTIOM.S ARE REQUIRED11St Provide,Manuals Contact'TOS Engineering at 765-1560 before Ian Backfill,OR Provide Engineer's Certification , :ig,$ per- ' that the drainage has been installed to Code. NYS tn' er Cott INDEX BHEE` MODEL' " -LIST BER SM DESCRIPTION oDART��E 'REVISION OF NUMHEET DESCRIPTION DATE DATE OF e RANCH - 1 FRMILY,„ la COVER?SHEET 3-22-91 8-18-2017 7a CROSS SECTION for 2a,h,q 3-22-9L B-01-2016 2b CAFE'- 1 RANFRMCH _!"�-FAM"' - 2c RAISED RANCH-.1`FRMILY 2a TYP RANCH PLAN 3-22-91 6-01-2016 7a_2 RESERVED FOR LATER USE "` 2d RANCH ELL - 1 FRMIL•`Y=7 2b TYP CRPE PLAN 3-22-91 6-01-2016 ALTERNATE BRACED WALL 2e RANCH TEE- 1 FRMILF 2c TYP RAISED RANCH 3-22 91 6-01-2016 7a_3 DETRILS 1Y-1-2005 8-18-2017 2f SPLIT LEVEL ELL =L:FAMILY- 2d TYP RANCH ELL 3-22-91 6-01-2016 RLTERNRTE BRACED WALL 2 SPLIT LEVEL TEE - i FAMILY ipo 2e TYP RANCH TEE - 3-22-91 6-01-2016 70_4 DETAILS 6-D1-2016 -� 2h RANCH - 1 or 2 FRMILY . 2f_ TYP'SPLIT LEVEL ELL 3-22-91 6-OL-2015 7b CROSS SECTION-for 2b 3-22-91 6-01-2016 21 RAISED RRNCH - 1 or-2''FRMILY 2 TYP SPLIT LEVEL TEE 3-22-91 6-01-2016 7c CROSS SECTION for 261 3-22-91 6-01-2016 2 2 STORY - 1 FAMILY- 2h RANCH-1 STORY- 1 FRMILY 3-22-91 6-01-2016 7d CROSS SECTION for 2d,e 3-22-91 6-01-201fi 2k 2 STORY 2-FRMILY= ATTACHED OR"2 FAMILY 7e CROSS SECTION for 2f, ,I 3-22-91 6-01-2016 2k� 2 STORY UPPER/LOWER= 2 FAMILY RAISED RRNCH- 1 FAMILY 7f CROSS SECT. for 2j,k,kl,n ( 3 22-91 6-01-2016 Z END TO END SPLIT i:1�FRMILY 2L ATTACHED OR 2 FAMILY 3-22-91 6-01-2016 7f-2 CROSS SECT. for 2s 2-15-1995 6-01-2016 2m CONTEMPORARY 2 STORT,r 1 FAMILY TYP 2 STORY 3-22-91 6-01-2016 7 9/12 OR 12/12 ROOF OPTION 3-22-91 6-01-2016 2n SINGLE FAMILY ATTACHED"- 1 FAMILY 2k 2 STORY- 2 FAMILY 3-22-91 6-01-2016 7 1 12/12 VAULTED ROOF OPT. 3-22-91 6-01-2016 _ 20 1 MODULE RRNCH- 1.zFRMILY 2k_l 2 STORY UPPER/LOWER 2 FAMILY 6-14-93 6-01-2016 79-2 7/12 VAULTED ROOF OPT. 8-10-2006 6-01 2016 2 1 MODULE WIDE 2 STORY-- 1 FAMILY 2t END TO END SPLIT LEVEL 3-22-91 6-01-2016 79-3 VAULTED ROOF FRAMING DEF.10-312008 6-01-2016 2 3 MODULE RANCH - 1'FRMILY. 2m TYP CONTEMPORARY 2 STORY 3-22-91 6-012616 7h CROSS SECTION for 2m - 3-22-91 : 6-01-2016 2r SALT BOX - 1 FRMILY--•'; 2n 1 FAMILY RTTACHED- 2 STORY 3-22-91 6-01-2016 7 OPT. CROSS,SECTION for 2 1 3-22-91 "6-01-2016 2s 3 MODULE 2 STORY - r:FAMILY 20 TYP SINGLE MODULE RANCH' 3-1-93 6-OL-2016 7j ALTERNATE CONST DETRILS 3-22-9L 6-01-2016 2} RLTERNRTE 2 STORY '+P•FAMILY 2 - TYP SINGLE MODULE 2 STORY 3-1-93 6-01-2016 7k ALTERNATE CONST. DETRILS 3-22-91 5-01-2016 X CNor CR -MOD�s PAGES 2 3 MODULE RRNCH PLAN 3-22-95 6-01-2016 71 ALTERNATE CONST DETAILS 3-22-91 6-01--2016 2r SALT BOX 3-22-95 6-01-2016 7m ALTERNATE CONST. DETRILS 3-22-91 6-01-2016 NUM 3IN DF PRGEs IN THE SET NOT IIJCiUODJG COVER SHEET • 2s 3 MODULE 2 STORY PLAN : 2-13-95 6-01-2016 7n ALTERNATE CONST. DETAILS 3-22-91 6-01-2016 DRAWINGS SUBMtrrED oN LESS;THRN 24°■3B� 2t RLTERNRTE 2 STORY 3-22-95 6-01-2016 7P CROSS SECTION for 20 3-L-93 6-01-2016 SHEETS HAVE BEEN PHOTOGRAPHICALLY REDUCED. 7R CROSS SECTION for 2p- 3-1-93 6-012016 2E_l OPTIONAL ELEVRTION5 3-22-91 6-01-2016 INA Li rq__ 1: __f 2E_2 OPTIONAL ELEVATIONS 3-22-91 6-01-2016 8a FRAMING DETRILS 3-22-91 6-01-2016 I I cl ru IF= !38b FRAMING DETAILS 3-22-91 - 6-01-2016 8c FR I G DETAILS 3-22-91 6-01-2016 3a SCHEDULES d NOTES 3-22-91 8-18-2017 8d FRAMING DETRILS 1-13-98 B-01-2016 3b SCHEDULES b NOTES 3-22-91 B I8-2017 8e FRRMING DETAILS 4-23-10 6-01 2016 STRUCTURAL SCHED. 6 NOTES 6-01-2016 Bel FRAMING D AILS B-OS-2013 6-01-2016 3c 35 - 65 PSF GSL 3-1=93 Bf FRAMING DETAILS 9-03-D 6-01-2016 - 3cl STRUCTURAL SCHED. d NOTES 3-1-93 _6-01-2016 6S - 90 P5F GSL 9a - FIRE RATED ASSEMBLY DETAILS 3-22-91 6-01-2016 - 2 FAMILY 4a FOUNDATION for 2a,b,j,m 3-22-91 6-01-2016 FIRE RATED ASSEMBLY DETAILS 9b 322-91 6-01-2016 4b FOUNDATION for`2c 3-22-91 6-01-2016 2 FAMILY Nut, 4c' FOUNDATION for 2d,e 3-22-91 6-01-2016 FIRE RATED ASSEMBLY DETAILS ~ ryB 9c 3-22-91 6-01-2016 r y 4d FOUNDATION for 2f{9 3-22-91 6-01-2016 UPPER/LOWER --2 FAMILY 4e FOUNDRTION For 2h,k,k1 3-22-91 6-01-2016 9cl GARAGE FIRE RATED R55EMBLIES 6-01-2016 4f FOUNDRTION for Z 3-22-91 6-01-2016 9c-2GFRRGE FIRE RATED F65EMEL.IES 6-Dl-2016 49 FOUNORTION for 21 3-22-91 6-01-2016 ZERO-L_OT-LINE FIRE RATED a 9d 11-18-56 6-01-2016 oO�tssx'R'0� - 4h FOUNDRTION for 2n 3-22-91 6-01-2016 ASSEMBLY DET. - 1 STORY 41 FOUNDRTION for 2c,p, 3-1-93 6-01-2016 ZERO-LOT-LINE FIRE RATED 11-18-96 6-01-2016 - 9/a 4j FOUNDRTION for 2 3-22-95 6-01-2016 9e ASSEMBLY DET. -2 STORY 4k FOUNDATION for 2s 4-23-2010 6-01-2016 9f THRU-PENETRATION RSS'Y 4 01-2013 6-OL-2016 5a ELECT & HEAT for 2a 3-22-91 6-01--2016 5b ELECT d HEAT for 2b 3-22-91 6-01-2016 100 ATTIC HVRC DUCT SYSTEM 3-22-91 6-01-2016 SPACE RESERVED FOR THE NE_W YORK STAMP OF APPROVAL _ Sc ELECT d HEAT for 2c 3-22-91 ' 6-01-2016 Rlb TYPICAL HVRC DUCT SYSTEM 4-1-97 6-01-2016 DESIGN LORDS MUNCY HOMES, INC. - PLRNT LOCRTIONS NOTES RRNCH AND CAPE MODELS FLOOR:.40 PSF LIVING- 30 PSF SLEEPING PLANT NUMBER 1: SALES DIVISIONS: , DISCRETE MODELS(PLANS HAVING THE SAME SPECIFIC Sd ELECT d HEAT for-2d,e,f, 3-22-91 6-01-2016 STAIRS: 40 PSF 1567 PR ROUTE 442 MUNCY HOMES OR REVERSED ROOM ARRANGEMENT FIND/OR Se ELECT 6 HEAT for 2h 3-22-91 6-01-2016 TYPICAL HVAC DUCT SYSTEM RRCHrrECTURAL STILE)SHALL BE PREPARED FROM lOc 4-1-97 6-01-2016 DECKS AND BALCONIES. 60 PSF MUNCY, PR 17756 SUPERIOR BUILDERS 5f ELECT d HEAT for 2i 3-22-9L 6-01-2016 2 STORY MODELS - THESE DRAWINGS KITH OUi MODIFTCRTTAN.ADDITION PREMIER BUILDERS OR DEI ETION IN ANY MANNER. Sg - ELECT d HEAT for 2j,k 3-22-91 6-01-2016 ATTICS WITHOUT STORAGE: 10 PSF PLANT NUMBER 2: 2. BRTH,TOILET AND SHOWER ROOM LAYOUTS SHALL BE ATTICS WITHOUT STORAGE ARE THOSE 1565 PR ROUTE 442 DERIVED FROM 5H1T Be.MINIMUM FD(TURE CL ARANCES. 591 ELECT 6 HEAT for 2k1 - 6-24-93 6-01-2016 WHERE THE MAX. CLEAR HEIGHT BETWEEN MUNCY,PR 17756 LIGHT AND VENT SHALL BE COMPLIED WIM Sh ELECT 6 HEAT for•21 3-22-91 5-OL-2016 SEE BHT Be JOI5T RND RAFTER IS LESS THRN 42• MINIMUM ROOM DIMS,AREAS,LIGHT,VENT AND EGRESS SL ELECT d HEAT for 2m 3-22-91 6-01-2016 INCHES, OR WHERE THERE HRE'NOT 2 OR PLANT NUMBER 3: FOR HRBrrRBLE SPACES SHALL BE COMPLIED WITrL --. MORE ADJACENT TRUSSES WITH THE SAME 1567 PR ROUTE 442 3 K1TCI-EN LAYOUTS SHALL BE DERIVED FROM BHT Bo. Sj ELECT 6 HEAT for 2n 3-22-91 6-OL-2015 MINIMUM LIGHT RND VENT SHALL BE COMPLIED WITH.WEB CONFIGURATION CAPABLE OF MUNCY, PR 17756 MINIMUM ROOM DIMS,AREAS,LIGHT,VENT AND EGRESS ELECT d HEAT for 20 3-1-93 6-01-2016 CONTAINING R RECTANGLE 42 INCHES HIGH FOR HRBrrRSIE SPACES SHALL BE COMPLIED Wr M 51 ELECT d HEAT for 2p'' 3-1-93 6-01-20i6 BY z FEET WIDE OR GREATER. MODULES TO BE-MRNUFRCTURED BY' 4-CLOSETS MAY BE ANY SIZE AND PLACED ANYWHERE _ MUNCY_HOMES,-INC. .._-..f _,.�_— MINIMUM ROOM DIMS,AREAS,LIGHT,VENT AND EGRESS Sm ELECT d HEAT for 2q 3-22-95 6-01-2016 __=DEPARThBJTOFSTATB --- - =FDR HHBrMELE.SPACES SHALL BE COMPLIm.WI'R1.-- ATTIC$"WITI'�LIMITED-STORAGE:-20-P$F- - CLOSETS OR STORAGE AREAS SIZED RS H%rrRBLE — 5h— ELECT-S"HERT'Pbf-2r— - 322-95—6-01-2016 — --- OMSION OF BUILDING STANDARDS AImCODES - USE GROUP: DETACHED ONE d TWO FRMILY DWELLINGS T ALBArrt,NY1zz31mB1 ATTICS WITH LIMITED STORAGE RND SPACE SHALL COMPLY WITH HABITABLE SPACE 5o ELECT for 2s 3-22-95 6-01-2016 CONSTRUCTED WITH TRUSSES. THIS LIVE RND/OR TOWNHOUSES REQUIREMENTS.SEE BHT Be SbvnpofApp..IfwaSyst.AMadel or Component LORD NEED ONLY BE APPLIED TO THOSE CONSTRUCTION TYPE: V-B UNPROTECTED s FOR DOOR AND WINDOW SCHEDULES,ENERGY SUMMRRT, Sp. HEAT for 2s 3-22-95 6-01-2016 M1387 2017-123 10/20/2017 PORTIONS OF THE BOTTOM CHORD OF NOT SEE DRAWING 3a_FOR SECOND FLOOR STAIR DETAILS. Sq ELECT for 2t• 3-22-95 6-01-2016 FOR LOCATION OF THIRD PARTY LABEL, SEE DRRWIIJGS 7b,7f,7h,71,7 Manufadmrs No. App�don No. DateofAppmva LESS THAN 2 ADJACENT TRUSSES WITH CERTIFICRTION LABEL AND DATA PLATE, SEE B NEPA 13D FIRE SPRNa_ER.SYST�MS UM31 s 2,NYS 5r HERT•for 2t 3-22-95 6-012016 NonCE TNeappv almepp�elewymu,emnpanesdunbddai�muea THE SAME WEB CONFIGURATION GENERRL NOTES - Z NOTE #7, SHT 3b. 2017 UCS)ARE RECD FOR 16 2-FRMILY DWELLINGS AND bu3d pR�7u LdANetamtad Wand ase bWatCelada7 '�Y• CONTPIMNG R RECTANGLE 42 INCHES TOWNHOUSES WHEN THE BUI�ING HAS A HEIGHT OF - ,Nfapwo�anmmnmeommana�ns^me�pen�ri ^°"�°�" HIGH BY 2 FEET WIDE OR GREATER. D 3-STORIES ABOVE GRADE-PLRNE a ee68eobapp d°°e�+ RPP T.AB -00 S 6 4TRNOAR04: 2)2-STORIES ABOVE GRADE PLANE 6 HABITABLE ATTIC Agate nlalal demud ewedfuappmral bydm lad Cade EnhneneNOaoaL ATTIC SPACES'SERVED BY R'FIXED STAIR 3)3-STORIES ABOVE GRADE PLANE tt HABITABLE ATTIC 6a MISCELLANEOUS DETAILS _. 3-22-91 6-01-2016 i'� - 2015 IRC WITH SPECIFIC CODE PRINTINGS, SHALL BE DESIGNED TO SUPPORT THE DEFaunoN R202 BRSEMENr..A STORY THRT'IS NOT - __:420;°, - sr MINIMUM LIVE LORD SPECIFIED FOR RPPENDICES, 6 REF'D STANDARDS RS IDENTIFIED R STORY ABOVE GRADE PLPNF_ (SEE RL50"STOIRY 6b TYP PLUMBING - ALL MODELS 3-22-91 8-18-2017 lehn Addado,PE.Adm D4-Wr Andl_aades,RA SLEEPING ROOMS (3Q PSF). IN THE 2017 UNIFORM CODE SUPPLEMENT (UCS). DBOVE GRAIONDE PLAN02 RY ABOVE GRADE PipwE:Rrrr STORY 6b_1' PLUMBING for 2,k,k_i 3-10-97 6-01-2016 - NYS 2016 ENERGY CODE - REF THE 2015 IES, HAVING Lrs FINISHED FLOOR SURFACE ENTIRELY ABOVE WIND: 3SG, EXP. C (std) EXP._D (opU WITH SPECIFIC CODE PRIIJTING, APPENDICES, GRRCE PLANE, CR IN WHICH THE FRdI5HED SURFACE OF 6c PLUMBING for 2m,n,p 3-22-91 '�6-01 2016 ; 90 - 120 mph NOMINAL (Vasd) d REF'D STANDARDS AS IDENTIFIED IN THE 2016 THE FLOOR NEXT ABOVE IS EITHER OF THE FOLLOWn� 116 - 139 m h ULTIMATE (Vult) ENERGY CODE SUPPLEMENT (ECS). RLL 2016 UCS Z,MORE TFRRN s F7ERBTOH�VEo6 F7 EBPOLRNE FaREMOLR MRSTER SERIES`,` p -REFERENCES IN THE NYS 2016 ENERGY CODE SHRLL 140 mph ULTIMATE d TOPOGRRPHIC WIND THAN Sox OF THE TOTAL BUn.oING PERIMETER. EFFECTS REQUIRE ENGII�ERED DESIGN INSTEAD REFENCE THE 2017 UCS.' _ 3,MORE THAN u FT ABOVE FIN GROUND LEVEL AT - INDEX ' ENERGY CONSERVATION COMPLIANCE SHALL BE ANY ONE POINT. GROUND SNOW LOAD -.P 35,- 90 (FIG R3012(5)1 THROUGH CHRPTER 11, COMPUTER SOFTWARE RS WHEN THE IST of 3-LEVELS 15 CONSIDERED A BASEMENT COVER SHEET. 9 PROVIDED IN SECTION N1102I S - REScheck. (BASED ON THE DEFINITION)INCLUDING TRRDrrIONAL is RESCheck CRLCULATTONS SHRLL BE DONE FOR EACH WALK-OUT BASEMENTS,AND THE NEXT 2-LEVELS ABOVE SEE RS BUILT FLOOR PLAN FOR WIND AND ARE STORIES ABOVE GRADE PLANE(BRSED ON THE MUNCY HOMES, INC. SNOW DESIGN LORDS UNIT AND SHALL BE PROVIDED TD THE RUTHORITY DEPINrriow,AN AUTOMATIC FIRE SPRINIaER SYSTEM IS HRVING JURISDICTION. "NOT'REQUIRED. 1567 PR ROUTE 442 ' - RSHRAE 9012013 (A$ INDENTIFIED IN THE 2016 ECS) WHEN THE IST OF 3-LEVELS 61HETHER INHRBITED OR SEISMIC bE5IGN CATEGORY: B, C OR DO UNUSED UNDER-FLR SPACE)I5.CONSIDERED R STORY MUNCY, PR 17756 = TOWNHOU5E5 SHALL BE DESIGNED TO SEISMIC - NEC 2014 - ABOVE GRACE PLANE IBASED ON THE DEf`DzMoN,AND THE 6-OR DO PER.R3OI2.2- DETACHED ONE AND -NFPRRSCE 1 20117 015 NEXT 2(BASED oN TME DF�FIIdALSOMSTOR S MRnc FIRE DRN BY DATE SCRLE R_EV`� BHT. NO TWO FRMILY DWELLINGS LOCATED IN SEISMIC SPRINKLER SYSTEM'Y5 REQUIRED'. € - NDS 2015 DESIGN CATEGORY C RRE EXEMPT FROM THE 7.-FOR,FIRE RATED ASSEMBLIES,SEE pRRWINGIS)4 DATABASE NAME MJL 3-22=81 NONE 8-18-2017::. le SEISMIC REQUIREMENTS. Ol\laml 33-11" 26'-2" 22'-5 1/2" 18'-9" 5-11 1/2" 3859 3859 3859 Ir 8'-0 3/4° 36DBL 01F NE co 40527 SM FT. , ' �08625P zx4 WALL LIVING RM LT REOV/PROV'D: 3242/5137 Q�jNQ f? o VT REO'D/PROV'D: 16.21/5313 N cn .4 02/01/18 II _ PASS-THRU I I m 1-925" LVL BEAM C_8 ,- , Ro=Ss'x37"�45"AFF p-4 3-Zx3 . PER HALF I I 6-7'8 4 7 3-2x3 EA 'MOD �F REVIEW ONLY _____— EA MOD N - .� 1 30 I 1 W2430 W2430 cr cr , Date: 2/5/18 J 1 �,y� ---'---- OCS833 9'-0 1/2" PFS CORPORATION iti _ i 4T X l�B 824 B3 Bloomsburg, PA 3 N .�� STRAPS o0 1 3 I COLUM TOCLG�� AM v 100 0 T I I13'_911 FLR GDaXR EA PMILE id 14 Im 1 m i m -- LaeELi as-TOTAL) o, 3.1 m DATA PLATE 00 PIUMSTNG FIXTL E FLOW RATES o - PER 2017 UCS SUPP: (MAXIUMS) BSMT O10 KITCHEN NOOK -c-m� ion LAV FAUCET: L5 gpm a 60 sl m yTA� s 153.93 SQ ,FT. .-� r, SHOWER HEAD: 2.(T�g�m�9 80 I r15u_A To aNCLUDING A HAND)QLD SWHR SPRAY) -13 u� 8e 1 m 12422 SQ FT. WATER CLOSET: L3 gal PER ,FLUSH CYCLE FOYER ._ uI °-+° I m LT REO'D/PROV'D: 999/241 SINK FAUCET, 22 m ® 60 sl - r' 6816 SQ FT. 3 __, 11'-3" VT REO'D/PROV'D: 429/1L42 BLOWER DOOR TESTING BY; - -1 - -NY BUILDING TECHNOLOGY GROUP N 'THOMAS BACCARELLR .� n 6'-6 " 31-011 " - B36 , 11'-6 1/2" - 159 NY-25A BUILDING 1 SUITE 8 In MILLER PLACE, NY 11764L_/ 631-495-0289 cn W3630_ W3614 — ! L --DOOR.& WINDOW-DESIGN PRESURE REQUIREMENTS: —_—, _ _ -- -__—_-- RILL-DOORS d WIIIDOWS-SHALL-HAVE THE -- '36SL1 n 3859 ,. 38592 ' FOLLOWING DESIGN PRESURE BASED ON C EXPOSURE, 5'-3 3/4 9-7 1/2 3'-1 1/4 20°-0" MEAN ROOF HEIGHT & 135 mph Volt 1" 6'-4" 3&t2 - CORNER ZONED sNEs -22 WALL-8 (1_23 -22 6'-3 1/4" 29 9 20 8 NY [ DATA: LOT IN SEPA ATION: - NOT R O ffRFD -, nn�xns�ommm may; - GSL BRSE(3012(51l/ELEV= 35/<1000' wAl-LS/PRo.>E°TI°"5 FROM LOT LINEPREMIERBUILDERS NY NOTE: GSL REQ'D/DESIGN= 35/35 _ , WWINDOWS SHALL COMPLY WITH '12 6 '15 IRC R312 P09 6122, '06613.21. SEE SYSTEM APPLICABLE BUILDING CODES � SHT 3a, WINDOW NOTE 4. WINDOW SILLS ARE LOCATED 24"(MIN) RFF. s�°�°� r H01��+c ncy.Pa 7M •0700M40700M 2015 IRC; 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS AlMAmwo 1-27-18 GH PE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT SIDEWALL= 2x6 161loc CLG= R-44, WALL= R-21 DESIGN SNOW ZONE= 35 GSL saw WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH MARR WALL=, 2x3 161loc FLR= R-190Y OTHERS) ROOF= 7/12 161loc (525*1 TURN KEY/BURNS THE DEPT OF STATE,.WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM x141387-2017423. CLG. HGT. 9-0" (SEE RESCHECIO DESIGN WIND-ZONE VWt= 135 ■■WARNING: IT IS R VIOLATION OF-THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, ADDTL BSMT COL - # STAIR OPEN'G(S) BASED DEST. 24975 MAIN ROAD FLOOR PLAN ,420ar UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 'LABEL - ■ ON 8.25"/9.00" GEOMETRY CUTCHOGUE, NY 11935MK or. sa�E TO ALTER THIS ITEM IN ANY WRY. �• HAYES 1-18-2018 1/4"=1'-0" 132560-000 Ii BRACED WALL LINE 24'-W' 60'-0" 37'-8 3/4" 29'-11 3/4" 14'-6 1/2" 11 3500 LBS HOLDOWN EMBEDDED INTO -22 -22 WALL-C -22 THE CONCRETE 36 4'-6 v2 3859 12'-2 3/4" 3859 12'-it v4° Ir IV 1 LOWER SHEATHING SHIPPED LOOSE TRIPLE RAIL ESS I I EGA .(, SITE INSTALL BY OTHERS TO OVERLAP 23,_10„ VI 10'-3 1/2" 2'UO" 2'UO" 10'-4" 30 4'-11" m FOUNDATION SILL PLATE FASTENED w/8d NRIL 3" O.C. � �S cV 5/8" TYPE-X w 11.x PORTAL FRAME w/HOEDOWNS (INSTRUCTION I 1 ch RITE °P o \ SEE SYSTEM SHEET 7e_4, DETAIL 2 J m ON-SITE BY :f ' HDR N 82S' ABOVE m (n 1 1 L) OTHERS cn GARAGE DOOR RO BOTTOM OF FLR JST ~' 13422 50. FT. 3 I 1 3 134.73 SO. FT. DBL FLR JST CO 108"x91 5/8" HERDER a 91 5/8" ABOVE 001 100 TUB AREA BOTTOM OF FLOOR JOIST. I LT REO'D/PROV'D: 10.74/12.05 4- 1 1 sP LT REOD/PROV'EX 10.78/12.05 8'-5'1/2" fi HDR TIGHT TO DBL TOP PLATE VT REO'D/PROV'D: 5.37/5.71 I 1 VT REO'D/PROV'Q: 5.39/5 71 (� OC I I BE 2 N BRTH 2 m 1000 LBS HOLDOWN �� `�' BR 3 1 I ' o EMBEDDED INTO THE CONCRETE � I i i 94.75 S0. FT. m ,m � m (5/8'TYPE-X CLG ED) END WALL TO BE CONTINUOUS TO 595.83 S0. FT. FOUNDATION SILL 1 1 WALL HEIGHT W-9 7/8" 5/8" TYPE-X 3-SIMPSON LSTR18 STRAPS COLUMN TO CLG BEAM 4-2x4 3 ER MODULE (6-TOTAL) 1-18"x29'-0" LVL ER MOD FA MOD In 1-18"x27-0" LVL ER MOD -20 31 COMP, � xn 5/8 TYPE-x IF 23'-7 1/2" STRIP I C-7 C-7 XH C-7 rn L135 Hu -L-i � o EMBEDDED INTO 30 m co Q THE CONCRETE 30 30 r___� .-1 - � 7 = V// �// �//// 3 0 3-2x5 EA Mao 3-srMPsoN LSTALB STRI1Ps ,;, sea i Or CLG i o b F in PORTAL FRAME w/HOLDOWNS CONSTRUCTION �� ro cLG BEAM RNO z 1 RCC 1 m ' in SEE SYSTEM SHEET 7e_4, DETAIL 2 a2-FLR GIRDER EA MoouLE in J uz-rorpu_ J 3 i PNL 1 LOWER SHEATHING SHIPPED LOOSE m ' ___ O= SITE INSTALL BY OTHERS TO OVERLAP Q I BRTH 1 m 3 FOUNDATION SILL PLATE 3 FASTENED w/8d NAIL 3" O.C. 0 44A5 S0 FT. IN � 194.67 50. FT. GARAGE DOOR RO rn v'' SIL A» , REOD/PROV'D: 15.57/241 0L 108 x91 5/8 HEADER a 91 5/8' ABOVE 5/8 TYPE-X I �* ,� EO'D/PROV'D: 7.79/1L42 _ ;:_ O = BOTTOM OF FLOOR JOIST. 1 F� N o c HDR TIGHT TO DBL TOP PLATE w , ,� BR 1 N Cn i Q= O ---- ---- 1 , E � r' 00 m LOWER SHEATHING SHIPPED LOOSE 3 W D 1 � FX - �3J (n 1-1 SITE INSTALL BY OTHERS TO OVERLAP R°FOUNDATION SILL PLATE FASTENED W/8d NAIL 3" O.C. I 60.38 50. FT. _ 1 0 .-+ PORTAL FRAME w/HOLDOWNS CONSTRUCTIONLRUN SELF i m 08250 m SEE SYSTEM SHEET 72_4, DETAIL 2 5/8" TYPE -1 CLOSING �� �� 1 C! $ co � 23'-10" 9-0 0 3-6 1 51-011 16'70" - cV 1 m I -------- sro HDR HGHr TRIPLE RAIL. - SM HDR HGHT 1 02/01/18 °7 3859 3859 30SWRO 25 1 1/2" 22-5 v2" - - 20'-6" 26'-0" (SEE D8.420er) 131_6" -22 55'-0" -22 44'-6" -22 33'-6 1/2" -22 24'-0" _ WALL-D 3500 LBS HOEDOWN EMBEDDED INTO THE CONCRETE PREMIERBUILDERS NY NOTE: 11CAPPLICABLE BUILDING CODES: - NOTE: WINDOWS SHALL COMPLY WITH '12 & '15 IRC R312 ('09 6122, 'O6 613.2).'SEE SYSTEM A 34M one��'112Mt - SHT Be, WINDOW NOTE 4. WINDOW SILLS ARE LOCATED 24"(MIN RFF. �B7 P+Rt AHry Pa TnX •07046-M �h-11 °- 2015 IRC: 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS www�rar�la�bil mno x �,.�■ 1-27-18 GH PE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT 9EMM WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE RPPROVRL ON FILE WITH SIDEWRLL-- 2x6 16"oc TURN KEY/BURNS THE DEPT OF STATE. WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM •Mi387-2017-123. MARK WALL= 2x4 16"oc �WFRNIW. IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, C-G. HGT. 8'-0" FLOOR PLAN tea+420b UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ADOTL BSMT COL - • TO ALTER THIS ITEM IN ANY WAY. tea- - ' x or. �i-18-2018 9 1%4"=1'-0" 32 65 0-000 5 5 I I SpS 5 1 5 5 2a 1 2a _ I 1 I I I I • I I I I 1 I I I r--j 5 I 11 I II I II I I I 11 IIIr–––––––––––––––––––––––––––––––––––––––––, II 2a I• II I II 5 S3 5055353 ______ �36 r––—_x r - - 2 220 • 1 L-I�r17-- - I I `r 2 � -- – r–––––––––––––– � I I 1 3 1 1 1 {R} 3 1 SINGLE WALL OVEN CKT$14 I _- I i I 3 220 12-3 V20 4JIRE 3 i R – R --- R I I t • I I 1 3 I 1�, �– �- - � 1 I I 14-3 DN °e ® COOKTOP CKT*13 1 I o B MNT 220 V., 30 AMP I I I I 1 10-3 WIRE I I I 1 j l i 3 3 13 _-_ l I R• R• R - - (!l NOTE: L AFCI PROTECTION d TAMPERED-RESISTANT RECPTS. PROVIDED PER 2014 NEC I L--------, LNC---------------- 22 2. ALL CEILING LIGHT BOXES SHALL BE RATED FOR 50x PER 2014 NEC 314.27 (R)(2l 3 L---------, 3. ON-SITE DECK/PORCH/STOOP SHALL EXTEND UNDER EXT GFCI RECEPT AS I SHOWN SO THE RECEPT MAY BE ACCESSIBLE FROM THE DECK/PORCH/STOOP 4. REO'D FRONT & REAR EXT GFCI RECEPT SHALL BE ACCESSIBLE FROM GRADE ADDITIONAL "GRADE-ACCESSIBLE" EXT GFCI RECEPTS SHALL BE PROVIDED r _SD AND INSTALLED BY OTHERS (BELOW THE MODULES) AT THE FRONT AND REAR OF__THE HOUSE SHOULD THE RECEPTS_SHOWN NOT-BE ACCESSIBLE FROM GRADE - -- - ---- — S.-ATTIC-LIGHT REQUIRED-IF SPACE-IS USED-FOR"STORAGE"OR CONTAINS EQUIPTMENT— --- - ---I— REQUIRING SERVICING, PER 2014 NEC, SEC 210.70(A)(3) TO BE PROVIDED AND Wp INSTALLED ON-SITE BY OTHERS. 3 3 HEAT SYSTEM: ON-SITE BY OTHERS UNDER CRB LIGHT LOCATIONS of_NiEF R s PREMIERBUILDERS NY NOTE: A�nK OF MICy HNK P APPLICABLE BUILDING CODES: X87 pa Rt 7:Pa VM 0 07D�/8 M ems.-a m.�_a 2015 IRC: 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS " e5 215BERM wwrv�� mwo was w _ WITH�AND PLANS AND SPECIFICATIONS ASPERMIT SOCIATED WITH ARE APPROVAL ONN FILE AND ITQ S TURN KEY/BURNS THE DEPT OF STRTE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM *M13W-2017-]23. ELECT. PLAN PUN mm. ■■WARNIIVG: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 420ar UNLESS-HE TIS ACTING IT IN UNDER THE.DIRETION OF A LICENSED PROFESSIONAL ENGINEER, 02/01/18 o►a�M. acne �E .ioe•-�xK TO ALTER HAYES 1-19-2018 1/4"=1'-0" 32560-000 } ELECT PNL (6' COIL) I I I I 21 21 II J I 7 7 I I 7 6 20 1 n I I • I I z I / ► J I I VENT TO EXT 1W CFM 6O I 21 _ 6 I 1 2i 1 / 1 I I I T I 7 I I 7 I I / 1 7 I I I I 6 mI 6 I / 1 I I I �I / 1 z I I J I I 7 7 , I I / ► I I I -------- I 7 6 i 6 6 r I I �$ 1 ' II ' 17- 7 7 ;�--77��O/ QD 0 ► 20 4 20 I 8 6 R 8 6' 1 z r----- 1 1 J-BOX FOR 8 BASEMENT I r I m 20 1 14--3 - - - 1 1 --- SMOKE DETECTOR 1 ~ J L-J I I ----------------- cn ` _ ► I 60 CFM CR 1 o VENT TO EXT I I I 20 I 11 6 8 1 - 23 0 GFI via 1 I --�- ---- I I I -------- 48- 23 20 1 3 1 m I V IL -- - � ---- -- ' . I T I L FLUORESCENT 1 20R j 20 8 - 23 3 fl1p c y _ ;► TE: WHOLE HOUSE ME( CAL §� �: NY NOPREMIERBUILDERS VENTILATION (M1507 2012 IRC) snm me aF wWr xarft Nc APPLICABLE BUILDING CODE - '` 8625 ' 717 b1e�e6 ����t P` 2015 IRC; 2015 IECCI 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS ) , ► 'dram rm mwo vain ae i-27-18 GH PE S o OF BEDROOMS 3 THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT FLOOR AREA 50 FT - 1812 WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH - RIR FLOW REOUIRED - 60 CFM'S TURN KEY/BURNS THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM *M1387-2017-123. AIR FLOW PROVIDED - 62.8 CFM'S ■■WRlaC-n IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, BATHROOM AIR FLOW RMIRED - 20-CFM CONTINUOUS 02/01/18 ELECT. PLAN 420b UNLESS HE IS RCTING UNDER THE DIRECTION OF A-LICENSED PROFESSIONAL ENGINEER, . MINIMUM REQUIRED BATH FAN SIZE - 80 CFM - TO ALTER THIS ITEM IN ANY WRY. . (SEE NOTED CONT. RUN BATH FANS) o or. MM1 19-2018X1/4"=1' 0" 1 J32560_000 sa-a' 24'-4 1/2" 35-7 1/2' 20'-8" 3-2 1/2" 3W0 LBS HOLooLM _ ENDED DQTO &I THE CONCRETE -------------------------------------------------- ---------------------------------------------------------------= L ALL EXPOSED LUMBER TO BE OF NATURALLY DUARABLE WOOD OR WOOD -----------------------------------------------, r--------- ----------------------------------------------------------; THAT I5 PRESERVATIVE-TREATED IN ACCORDANCE WITH RWPR UL I I t�9 P-� I PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF RWPA UL I I -59 PLF LFL3Fr I I 2 ALL LUMBER THAT 15 IN CONTACT WITH CONCRETE OR THE GROUND MUST I PORTFIL FRAME WIHOUDOFMS CONSTRUCTION I I I BE APPROVED PRE5SURE-PRE5ERVRTIVE-TRERTED WOOD SUITABLE FOR 1 I SEE SYSTEM STENT 78-4.OEFRa.2 I I _ I GROUND CONTACT USE 1 I 1 I 1 a ALL SUPPORT COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECRY 1 I I I bEM L?Fl CHOR BOLTS P.E)OUIRM FIT Sgrw Moi 0 PER Sal• I I RESISTANCE OR APPROVED PRE55URE-PRESERVATIVE-TRERTED WOOD. 1 I I I FROM END OR�15 SILL PM-Ir I i 4. ALL FIELD CUT ENDS. NOTCHES,DRILLED HOLES OF PRESERVRTIVE-TRERTED BE PROVIDED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. I i i i FROM�70 BY OTHER. I 5• ALL NAILS USED IN THE CONSTRUCTION OF PORCHES d DECKS SHALL BE PRESCRIP'TIVE ANCHOR* 1 I 1 I SI�JG AM OVERTURNING LOFOS R RE DIED BY I 1 4 TREATED RND MEET THE REQUIREMENTS OF ASTM F 1667. THREADED I i i i PER R�46�16�T�FRE , NAILS RS 5TRTED IN THIS DOCUMENT INCLUDE HELICAL (SPIRRU d ANNULAR O1 I 1®LBS tIOLDOWDF 1 I I CNK 5HRNK D) NAILS. WOOD SCREWS SHALL MEET THE REOUIREMENT5 OF ANSI/RSME 83861 BOLTS 6 LAG SCREWS SHRLL MEET THE I i THE CONCRETE i i i i REQUIREMENTS OF ANSI/ASME 818.21. 6. FLR5)3NG SHALL BE CORIU51CN-RE51STANT METAL OF R MINIUM NOMINAL GARAGE AREA I THICKNESS OF 0.019 INCHES OE AN APPROVED NDN-METRLLIC MATERIAL I 61. ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT WITH LUMBER I , I T-7 1/2" T-0" T-0" T-0" T-0° I TREATED WITH PRESERVATIVES THAT CONTAIN COPPER SUCH AS ACO, COPPER RZOLE OR RCZA. �GRRVMI 1 I '7. ALL SCREWS, BOLTS, NAILS, NUTS, 6 WASHERS FOR U5E WITH PRESERVATIVE UPLIFT L3.m0 LBS GRRVLIY i I TREATED WOOD SHALL BE HOT-DIPPED ZINC-COATED GALVANIZED -SAM LBS UFL WT I - - uyy P� r- + r- r- -+ I I STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL 3SM LBS HOLDOWN i i 1 I I t I I �, EMeEnota INTO I° I I Q BE HOT DIPPED 55 D FOR RST SHALL MEET THE REIXIND SMALL OF R, � I I .��� I r— I--�-F- -�--F--'- --h-9—�- —+-'6'- I I ASTM R 153, CLR55 D FOR FASTENERS 3/8"DIAMETER FIND SMALLER. OR m I I I I 1 I 1 I I 1 I I CLASS C FOR FASTENERS WITH DIAMETERS OVER 3/8". `- `---' `-- 8. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED FVRM FRRME WHOLOMM CONSTRUCTION �{' 5.456 LBS 9.058 LBS emse LBS 9.OSB LES I I 5�SYSTEM SHEET 79-4.DEFRIL 2 I I - 4.579 LBS i I TO I ACCORDANCE I�M F15�TM 85695,CCLRR55 55, MINIMUM.COATIIJG S. ALL HARDWARE (.JOIST HANGERS, CAST-IN-PLRCE POST ANCHORS, ETC] SHALL BE GALVANIZED OR SHALL BE STAINLESS STEEL HARDWARE TO BE HOT DIPPED GALVANIZED PRIOR TO FABRICATION SHALL MEET ASTM R 653, I I 1 I G-105 CORTING. HARDWARE TO BE HOT DIPPED GALVANIZED AFTER 1 I I 1 I I FABRICATION SHELL MEET ASTM 81213. b=L R 12 2„STEEL PLATE 15 REOUIR O ON CMIWM9, i I 10. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN 1 I I Z SBE FLOOR PLAN.FOUNDATION PLAN RFD SET4jP INSTRUCTIONS FOR SEXUR ' b 1 I 300 GRADE 304 OR 316.FEET OF R SALT WATER SHORELINE SHALL BE STRI IMS STEEL I I MOgiE3 TO FTXO) RTION 837LUMN3.PERIMETER s CORNER FNCHORS Of F 1 D0 I 1I/ ALL OTHER COATED OR NON-FERROUS FASTENERS OR HARDWARE SHALL BE C3 i I I I 3.FLL GIRDER SPLICES MUST TE LarTTED OVER POST I I .T", AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 12 HOT-DIPPED ZINC-CORTED GALVRNZM STEEL CONNECTORS ARE REQUIRED I AT ANY CONNECTIONS INTO CONCRETE. I 1 I 13. FASTENERS AND CONNECTORS INSTALLED IN TREATED LUMBER OTHER THAN I I I I CHEMICAL R�7Q�7�ON GRERP THAN RWPR OR UC4A I PORIFL FRAME w/HOLDOWNS CONSTRUCTION I I I SHALL BE 5TRINL E55 STEEL GRFlDE 3O4 OR 316. 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S.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. 2x6 SPF*2/1 RAFTERS Is 16110.C. 7.MR50NRY VENEER OR FOUNDATION SIDING SUPPLIED AND INSTRII BY OTHERS. 2x6 COLLAR TIE ON ALL VALLEY RAFTERS WITH A 8.SEE WINDOW/DOOR SCHEDULE FOR WINDOW AND DOOR, SPAN OF GREATER THAN 6' TYPES VENTILATION AND EGRESS AREAS AND U VALUES. FRSTEN COLLAR TIE TO•RAFTER w/(7) 1314x3" NAILS EA. END RAFTER ATTACHED TO ROOF TRUSSES AND OR BLOCKS w/(3) *8x3.5" TOE SCREWS (PG 8b SYSTEMS DRAWR4GS) RIDGE VENT I I I I � I 7 I I • I I :F m = [71 El �iI ILI I I-L-li 3859 3859 3859 El FE711 FLR El- GRADE ACCESS BY BLDR • 'FRONT EL-•EVRTION 0CD ' 20" mh 71" max �` 1 ) l_ �{s uj NOTE: ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES 4 Lu -�' o,1 Rw.xesm rev: NY NOTE: kp. , PREMIERBUILDERS 088215A WN=OF NLFLT NO=RC APPLICABLE BUILDING CODES: 07 A "Y Pa 9M 0 67asiB-886 0- 2015 IRC; 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS S wwwZ Z mwo �,.�ae 1-27-18 GH PE PLANSTIE AND SNDSPCIOF NSIRiHEAPOVDs WITH THEPLRNAEIFCATTIOR550CTo W� THE APPROVAL ON FILE - TURN KEY/BURNS THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM *M1387-2017-123. 02/01/18 FRONT ELEVATION -1 PL "N0° —WARNM IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 420ar UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. or. 71-19-20181/4"=1' 0" 32560_000 L EXTERIOR WALL FINISH TO BE VINYL SIDING. Z EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. S.SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 4.5TOOP5, STAIRS, HANDRAILS, GUTTERS, DOWNSPOUTS, AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED BY OTHERS IN ACCORDANCE WITH STATE FtaOR LOCAL CODES. GUTTERS 6 LEADERS MUST BE INSTALLED TO PROVIDE WATER PROTECTION FOR LOWER LEVEL ROOF a INTERSECTION OF UPPER LEVEL ROOF. S.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. 24 5PF*2/1 RAFTERS a 16"QC. 7.MR50NRY VENEER OR FOUNDATION SIDING SUPPLIED AND INSTALLED BY OTHERS. 2x6 COLLAR TIE ON ALL VALLEY RAFTERS WITH A 8.SEE WINDOW/DOOR SCHEDULE FOR WINDOW AND DOOR, SPAN OF GREATER THAN 6' TYPES VENTILATION AND EGRESS AREAS AND U VALUES. FASTEN COLLAR TIE TO RAFTER w/(7) 131"x3" NAILS ER. END RAFTER ATTACHED TO ROOF TRUSSES AND OR BLOCKS w/(3) •8x3.5" TOE SCREWS (PG 8b SYSTEMS DRRWIIM RIDGE VENT I - I , I - I 12 I I _ 7 I I _ I I CLG f� ED cn f, 3037 3859 3859 3859 3859 3859 EGRESS EGRESS FLR GRADE ACCESS BY BLOR REAR ELEVATION NOTE: ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES Lu iwre oc�.�m may; NOTE: PREMIERBUILDERS rm APPLICABLE BUILDING CODES: 1387 : VMb70 8-888 � " �`¢MW M `�e 2015 IRC: 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 U1-27-18 GH PE CS Qp THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT BEFUM WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY/BURNS THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM UM1387-2017-123. ■■WARPQNG: IT IS A VIOLATION of THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 02/01/18 REAR ELEVATION -1 PLM 420ar UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM 3N ANY WAY. o or. m1-19-2018 1/4"=1'-0" 32 6_000 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, HANDRAILS, 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 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. RIDGE VENT y II OI 3859 3859 EGRESS EGRESS FLR I_EET ELEVATION , ,or- N-s ,J. S� LQ,A,^ O NOTE! ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES mums PREMIERBUILDERSmm mq�, NY NOTE: , 08625 atc OF eRacr NO=PC om RF'PLICABLE BUILDING CODES: 1. 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(i,f94 Ptr W. tiNfF04 LOAD) :FASTENING (3)_1,75- MEMBER�BEAMS: -USE' �,3) ROWS OF OA62N150 NA[C� @ Q� O.a-(635 PCF MA�. _�Nj�Of* 116D) --USE (3) RO.W5-OF NAILS @ V z-O,C.--(1,170 PLF MAX. UNIFOR14 LOAD) OR lj�" MEMBER: BEAMS: �USE (2) ROWS Or 1�1 'BOLTS 6 12" O.C. .(58d PLF V0. UNIFORM LOAIJ) -USE (3),RQW$_OF `I/,�2" 13OLTS,#12" 0,.C, k870 PLF_ M AV, UNIFORM ^LOAD) NPTES�-_VALUES- APPLY'TQ COMMON A3Q:7 BQLTS. BOLT ]HOLES MOST BE THE SAM,E DIAMtTEO' �8' JHE tHE BOLTS. WANER�S MUST BE USED UN'OtR THE bOCT HEADS 'AND NUTS,. --TflF_'.SPECIFIE[)--N�1jlJ#N9 APPLIES TQ,aOTR, SIDES OF A :3-PLY..QEAM. �'7`-WIDE-BEAM'S MAY NOT BE �&DW:tk')M ON'�I-�IDE_ONLY. ,THEYVUS�T W IGADED'FROM BOTH_SIDES AN D/,OR-TOP-LOADED, MAY BE A'P*PLIEb TO"k LOAD$ LISTtD Af3lj�E. 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Zw/5 10d NAILS EA LEG240 SPF •L•z a 16' O.C. �� HANGER SHEATHING NAILED w/Hd NAILS ® 5'oc TO RIM JOIST b SILL ENTIRE PERIMETER ------ ---- —SD1 PLATE._2x6 mh -_--_--_---- _ -- - --- --- ---------------------- - - - -- -- 96d TOE� C. ED B' O. -- -- -- --- SILL SEALER 1/2' DIFbdO 1/2' LONG ALL MATERIALS 6 LABOR REQUIRED BELOW NE BOLT s 48' O.C. BOTTOM OF FLOOR JOIST IS BY OTHERS. FIREELOCK'[ J +UBETWEEN MODULES ON-SITE BY OTHERS PER STATE x x .4 dr RNO LOCAL. CODES r - ny_cross_sections s�J� MUNC1Y HOMES, INC. 07 Pa Rt44M, AiM. Pa V7W ."506444 NY FBFW ��E2o JECC: - ALL AS MODIFIED BY THE NYS 2M7 UCS-NYS DETAILS o� THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS fS50CII�TED WITH THE APPROVAL ON FILE WITH mm Nw THE DEPT OF STATE, WHICH WERE APPROVED ON 10/2MnM7 UNDER SYSTEM .M1387-2M7-129 CROSS SECTION 0 RNzr)Gow or. -WAIT IS A VDOLATIDN OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 02/01/18 T UNLESS WTHE pY. ON OF ALICENSED 00N� °�n�' ELM mm 9-19-17 '1/4"=1'-0" .3256000 ALUM. DRIP EDGE ALUM. FASCIA PERFORATED VDM SOFFIT 0131"x3" MTS16 EACH TRUSS TOE NAILS L2') OgA STEEL. STRAP W/ 7-01 W-T ISS EA END Md NMS a S" O.C. 6 2-013LW NRELS TOED CONT. RIDGE VENT PRE-MRN A1CTUiEO WOOD TRUSS HMS85824 WIZ 1V O.CJ L25"x2Oga STEEL STRAP w/ GN AM 6 22-OJ311"xBr SSE TOM TRUSS INSTALLATION� INIONS FOR ANY REQUIRED BRAKING INSTALLATION. MANLFRCTURER SUPPLIES RIDGE VENT FOR FIELD V45TFLLRTION F09ERGLRS OR SELF SEALING SHUO-E,FELT wrTH ir OVERLAP BY OTHERS TIONS PER MIANIEHCTLWERS TYPEMT512 EA TRUSS OOR055�SIMPLEX SHINGLE UNDERLAYMENT FASTEN w/7 10d )dNAILS 6, OR EQUAL 58" WIDE AN ICE BRRlZlFR 2-MM'SCj.O" NAILS TOED Cl) EA TRUSS 12 THAT CONSISTS OF AT LEAST m LAYERS _ OF UDERLAYMENT CEMENTED TOGETHER 7 OR OF A SELF-FOHMM POLYMER MODIFIED 2-16d NAILS THSHEEBE T, SHALL TRUSS OF NORMAL LADERLHYMENT AM: EXTEND FROM THE EAVE'S EDGE TO A 7/16' 058 ROOF SHEATHING POINT AT LEAST 24 M INSIDE THE EXTERIOR WALL LINE OF THE BLM13ING INSLL BAFFLE TO PROVIDE AIR SHINGLES INSTALLED PER R902,R9052 6 R9052.41 SPACE FOR ATTIC VENTILATION w/WIND WHISH F-JMMM CONI. 5/ATIoN DPM 5/8" GYP ED JOIST HANGER DBL TOP PLATE -7/16 OSD SHEATHING R-" FI13ERGLASS INSULATION wN.B. TO WARM SIDE CLEAR SPAN ROOF BEAMS LOCATED OVER FLUSH CEILING AREAS SHALL 13` SECUtED TOGETHER 2x6 SPF r•1/>t2 a 16' O G R-21 FIBERGLASS INSULATION 6 USING 2 ROWS OF •8 x SW SCREWS AT 24. of- M 5/8" GYPBD w/V9. TO WARM SIDE RlR/MOISRIRE RESISTIVE BARRIER SINGLE BOTTOM PLATE 3-240 SPF 01./2 FIR RAIL SHEATHING NAILED w/8d NAILS a Floc TO RIM JOIST 6 SILL ENTIRE PERIMETER SILL PLATE. 2xfl min - - � _- _ -- -_��--_ - --.--�_-_..-_-�---�— _-__ -------_--_ ------ _ ------------- - - -= --- -- --_ -- - - - .- 16d TOE-NFlTLEt7 S' Of- OF NOTeIOSSI L1 0 ALL MATERIALS & LABOR REQUIRED BELOW OJ,�' BOTTOM OF FLOOR JOIST IS BY OTHERS. r- tC 3 . I, Lu s Lu ny_cross_sections _ MUINCY HOMES, INC. NY Nom W7 Ps www:nrcJ PIL APPL1CARc oom Iwo ia,..e ae 2M5 IRC;E2 5�: 20M. NEC - FILL AS MODIFIED BY THE NYS W UCS-NYS 02/01/18 DETAILS THE PLANS AND SPECIFICATIONS OF THE PERMIT SET FRE DERIVED FROM AM CONSISTENT WITH THE FLANS FIND SPECLFICATIONS ASSOCIATED WITH THE APPROVAL ON FIE WITH THE a3wr OF STATE, WKM WERE APPW40 ON 10/ZV2M7 DOER SYSTEM •MM7-2M7-= CROSS SECTION. GARAGE Piwi Na: 0 -WAiNM IT IS A VJIATIDN OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON. TUNLESS O �Tws ACTING UNDER THE ITEM i WAY. ON °F A LICENsm PROFESSIONAL ENGn�, oun ELM owe 9-19-17 Oft 32560-000 S'-O'MIN.WIDTH OF MODULE 9'-0"MIN.WIDTH OF MODULE 1L E 201-W MIN.BUILDING LENGTH FIELD NOTES 16-0"MAX WIDTH OF MODULE 16-0"MAX WIDTH OF MODULE C c 42 7 4251 L WEM LIGry7eS PRE SHIPPED LOOSE FOR FIELD 4257 4257 c w 2 SID FOR F ROENDS IS SHIPPED LOOSE FOR FIELD W-O'MIN.LENGTH OF MODULES IIJSTALL�A�T7,,BY BUILDER. q 11 4257 64'-0'MAX LENGTH OF MODULES 3037 RA DOWNSPOUTS, NO PLASH BLOCI6RhIIST{m AA m R L0 II OPT.BEDROOM 3037 2 4257 BUILDER IN ACCORDANCE 1 Y OPTIONAL _ 0 ONAL 13 r i BEDROOM i OPT. m 4. MSEBUILnMENT WINDOWS ARE OPTIONAL AND INSTALLED BY EDPTf % } MM RREit 70 SF ❑a I ;1 BATH IZM 1 KITCHEN DINING RM. S. THE LAST ROW OF SIDING BOTH FRONT Alm 3 R 6 BATH r 33❑i t FiAIF i l w sa FAMILY RM. EHiIPPED LOOSE FOR FIELD INSTALLATION BT BUILDER BATH 1 i 1w.� 11 E. MASONRYF'OUNOATION SIDING SUPPLIED w 11 rti DINING ROOM NOTE s3 --i I I O o AND INSTALLED BY Bl1D_LIER. 23 II E3 FAMILY ROOM O, i; o E 10 BATH 7. MWATION OF METAL CHIMNE I ________� __i, ___,I F MIN.AREA 70 SF IQTCpial , OPT.BEDROOM slIGHESLLT PO 6fr IU�EERTSERI,LP�BES MTIN OOOF AND it _, RT LEAST Z'HIGHER THAN TIS FE it O _+�. NOTE s5 Y, u 8. IF GARAGE 15 SPECIFIED,DOOR AND FLOOR ARE THE I ____ _______,El--. �I,' BUILDERS RESPONSIBILITY. I r-e 1 i .It i LU 3 N S. RIDGE VENT SHEPPED LOOSE FOR FIELD INSTALLATION NOTE-3ss 11 ___ T-0"MIN. ,`` 1 Y 11 FOYER LIVING ROOM �, 1D. MgryUggCTIIRER SUPPLIES BY SJILDE]R SEE GENERALNMATERIALS FOR COsMPLETION 8 I I 1 u I i`.❑ i°� NOTE WINDOW NOT PROVIDED WITH GARAGE OF ROOF ON SITE BY BUILDER. 1 11 r —i I MIN. 1 1 11 — 1 �` r---- • 46 Y�� o b , Iw I I I I i t PLT.CLOSET •� Z,j i i BEDROOM 1 4257 4257 BEDROOM NOTE 06 Z `*� I I T NOTE .--- -----------,I UNIT LENGTHS,UNIT WIDTHS,MIN.ROOM DIMS, NOTE 05 -----------,1 AREAS AND NOTES FROM TYP.FLOOR PLAN o a 1 NOTE s1B i i i i 5HRLL�T' NOTE s3 -E�j .TE NOTE s17 !i ii w 4257 4257 4257 4257 = BATH u'B TMM TO MIN. o� FLOOR PLAN NOTES �r i DIMENSION VRRIE5 WITH WIDTH OF UNCI p 14 NOTE:ALL HANDRAILS BY BUILDER. I I " _= PLRN SHOWING R T. HR OCRTTON L WINDOWS KrD30RSROgV l GCHANc (.TImIO�rHosE e` c HEIGHT:34°MIN.38"MAX I I I ,�� P FOR STAIR DETAILS,SEE SHT 4c 10 I ; a o 6 EGRESS REOIIlREMENT5 ARE MET. SCALE: 1/8"1'-0" 2 WADOWS WILL BE AOOED TO PROVIDE 8%LIGHT 6 4S o MSIMS AMILY ROOM i i a 3. SEE SHT E.FOR ALTERNATE KITCHEN 6 BATH LAYOUTS. ce ALT.CLOSET ;; ;i i: 13 FLT.CLOSET BEDROOM �j ¢ 4. �R A�AVRIIABLE IN MOST BATHS LOCATED ON DINING ROOM I E ELLS 14177Ep 7ryE d 13 LIVING ROOM MIIy AI2Ep; MIIJ.AREA:70 SF i; 4.0 3' CLEAR SPA NpDES OT E)( THOSE SIDHOLm1N IN NOTE 0� 30-0"MIN fl PCALLLWRLOOOTFIO 9PITCHES SHOWN ARE 5/12 UNLESS OTHERWISE 11 �I ACCESS PANEL LARGE ENOUGH OTED. ii rT Ii _1------' TO REPLACE WATER HERTI:R' 7. STAIR MAY BE OMMITED TO FORM A UTILITY AREA 24°CLERK WIITTH MD4(09-15 IRC1 257 S IF SPACE IS NOT USED AS UTI TTY,R WASHDMRYER 13❑1 1 4257 WIDD'HAMIN WH NATER HERIRTTEER AACCCCESSSD BY (DS-lSOTHER5 CI"CLEAR I I 4251 4257BEDROOM 8. WDDITIONAL FULL.WITHIN THE UNIT. 3MAIIMUM ROOM DIMENSIONS AAREAS, BEDROOM ROOM MIN.AREA'70 SF - S G T BEVENT DEG uSS FOR HABITABLE SPACES MAL AREA:70 SF -- NOTE 016 -- FAMILY ROOM q ppb 9. HALL MAY BE LDCATED IN FRONT OR REAR MODULE o c 6 u d, 1(L ��Lw Y BE OMTRED OR EXTENDED TO FORM - 'viN LL THE NUMBER OF WINDOWS SHOWN WILL VARY WITH INDIVIDUAL FLOOR PLAFL NOTE s7 '—= 12 FOR LABELS AND DATA PLATE LOCATIONS,SEE 33❑ 71 Q m GENERAL NOTES-2,NOTE s7,ON 5HT 3b. UTI-ITY Q om 13. FOR SCHEDULES AND GENERAL NOTES, 4257 4257 4257 4257 IQTCHEN SEE SITS 3a AND 3b. 14.gApEEO 7DO E17HER ND MIX 1OFF LX ITr'PPLRIOIDVIDED TOTAL BLENGTH n DOES'NOT EXCEED 6O-0".SEE Sfi Ba. AS SHOWN ON DRAWINGS, M CATHEDRAL CEILINGS AVAILABLE IN MOST UNITS. SEE STT 7d UNITS MAY HAVE OFFSETS AN ANO ES BALL UNI UNITS AT CRAW PA OP ON PLAN W/TYP. OPT. OFFSET IS. A 4'-0°WIDE HINGED ROOF SECTION IS AVRI cmc FRONT. EITHER OR BOTH F1mS AND SIDES ALL UNITS MAY BE TYP. FLOOR PLRN 17 ATTIC ACCESS zz°n3a". OF VARYING WI�ITHS AND VARYING LENGTHS IAIITS MRY 6 REAR RS R PORCH ROOF,SEE SHT Ba BE ROTATED 90. BEE SHT 3b,GENERAL NOTES-2.NOTES s13 6 017 RXLMUM Fpl OF ANY ONE FLOOR IS GOVERNED SCALE.L4=1'-0" SCALE: 1/¢"=1'-0" SEE SHT 2E_2 FOR OPT. ELEVATIONS 1& MIN.WIDTH FOR STAIR OPENING I5 3'-0". NTMNU BER RLIA'=FUR$OIIJ4 CODE MBER OF MODULES=7 SCALE 1/8'=1'-0" '• FOR CROSS SECTIONS AND ALTERNATE CONSTRUCTION DETAILS. p SFE'SHTS 7d.79,71,7k,7k1,7L.711.7o,Be.Bb,Ed FLOOR PLRN NOTES CONT. SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL 19. FOR OPTIONAL CLOSET CONFIGURATIONS.SEE SHT 6a. 20. DOUBLE 4"HORIZONTAL VINYL SIDING SHOWN,OTHER SIDINGS ARE AVAILABLE SHUTTERS OPTIONAL. 2L INTEGRAL GARAGES:SEE PACE 9c1 6 9�2 FOR -- DETAILS. 22 2000-2012 IRC-EA DWELLING UNIT TO •1 I• CONTAIN(D MIN 120 SO.FT.HABITABLE ROOM. ALL 1 I __________________________+ OTHER HABITABLE ROOMS 70 SQ FT.MINIMUM. I I 2015 IRC-ALL HR817FELE ROOMS TO SE 70 SO. SEE FIELD NOTE 010 ; t FT.MINIMUM 12 4.5.7°9°OR 12 OPTIONAL DORMER SEE STT 8b 1 - 1 I _ NOTE a21 I - 1 � I CLG. - I , LL 1 1 I I I F 1 1 EPARTMWOFSTATE DMSIONOFBUDDANDARDSAND LODES I I FIR, ; FIELD NOTE 08 ; ; ALBAtf/,NY1m1�DDD1 St.mp"fAppl"nlfon sy.t.m,If"d.lar C"mpen"nt 1 I I M1387 2016-061 10/04/2016 Dn6 afAppmvd R If-- _____a_______________i_____� NO7ILE:TW4QmdbgSAotAeu0l NDmamipved.YNef+da)maruhmod �I � • Ea7drq+INodEal D6f aelA�edald�WWhertlmmlmmnehfslD7 jONAL T b aawd�,L� .wm nanm,enan�aaetlm d d�ae.na. v miNn Dun Dm gpmel d anmih FRONT ELEVATION G N,tn n�f••d�dhhme ha adaFkmmtDOmL SCALE: v4"=1'-0,. �P STS+'✓ �a OPTIO N AL D—O—R M—E—R—------ -- -- ----------- g Q + .Shn,4LAdd—,PF Adnp Dd. O�A+n d"y BA ------SHT Bel ----------------- -------------- — ----- ---------------------------------- ` RIES a MASTER SE `4.5'7'9 OR 12 4,.7,9 OR 12-1 RRNCH TEE MODELS — -- 1----— — — -- — FLOOR PLRN. ELEVRTIONS b NOTES i i i i i i—i—i i TESTA MUNCY HOMES, INC. 1567 PR ROUTE 442 I 1 I I I I I I I I I I I I I I I 1 1 ( I I I I 1 1 I I I I MUNCY. PR 17756 REAR EI VRTTON RIGHT sinFl FVATTON 1 FFT STQF El FVA7TON DRN BY DRTE I SCRLE I REV. SHT. N0. SCAM L9�1'-0' DATABASENAME MJL 3-22-91 SHOWN 6-01-2016 2e ELECTRIC CIRCUIT SCHEDULE SEE NOTES a7 AND•8 DOOR SCHEDULE WINDOW SCHEDULE WINDOW SCHEDULE S MRX FLR. EGRESS MRX FLR EGRESS No. DESCRIPTION WIRE BKR POLE No SIZE U VRLUE ;ziN MRTERIRL FINISH TYPE IDENT NO U VRL LIGHT VENT TYPE RRER SF CLR SF MRTERIRL SHGC IDENT N0. U VRL LIGHT VENT I TYPE RRER 5F CLR. 5F MRTERIRL SHGC 1 GFCI SMALL APPLIANCE 12-2 W/G 20 RMP SINGLE EXTERIOR DOORS-ALL GLASS TO BE SAFETY GLAZING RNDERSEN RNDERSEN SILVER LINE SERIES 2 GFCI ° 1 361:80' 020 - I STEEL PTD 13LRW 2257 035 498 1 3.02 OH 1 6225 - WD-VINYL SH-DH 5H-DH SH-DH SH-DH 2e GFCI SMALL APPLIANCE COPT) 1R OZ7 0.67 2 LITE 3037 035 446 258 OH 5575 - WO-VINYL 2259 029 593-543 281-307 j SH-0H 7025-6798 - VINYL 2b GFCI SMALL APPLIRNCE(OPT) " 1B ° 035 550 9 LITE 3449 035 7AS 422 DH 9350 - WD-VINYL 3037 029 5.33-495 243-281 SH-OH 6075-6188 - VINYL 3 GEN ILLUM AND OPT HWBB TOE HTR- 14-2 W/G 15 RMP IC 035 B81 15 LITE 3465 EGRESS 035 10.48 S.BB DH 13LOO 59 WD-VINYL DF"29 .3449 029 B-99-B.09 402-427 ! SH-DH 10050-10113 - VINYL 4 GFCI BATH(S) 12-2 W/G 20 AMP 10 361B0' 027 L70 BLANK W/1 SIDELITE 3476 EGRE55 035 1272 713 OH 159.00 71 WO-V1NTL E. 029 7A5-563 321-342 SH-0H 8025-8288 - vINYL 4e GFCI WHIIRLPOOL.TUB(OPT) ° ° LE 027 237 2 LITE W/1 SIDEIITE 3857 EGRESS 035 1031 573 OH 126.88 5.7 WO-VINYL 4237 029 791-7.47 36-3.82 � SH-0H 90.00-9338 - VINTL 46 GFCI RDOITIONRL BATHS(OPT) IF 035 720 9 LITE W/i SIDELITE 3869 EGRE55 035 1289 E73 OH 14325 5.7 WO-VINYL 3555 EGRESS 029 1 1219-1155 SBI-613 SH-OH 14525-14438 52-61 VINYL 4c GFCI RDOITIONRL BRTHS(OPT) IG 36"xB0" 027 340 ° BLANK W/Z 5IDELITES 4257 EGRESS 035 1164 641 OH 14550 64 WD-VOJTL 3859 EGRESS 0.29 12.05-1L44 5.71- 602 SH-OH 14275-14300 5.7-6A VINYL 5 GENERAL ILLUMINRTION 14-2 W/G 15 AMP 1H 027 407 2 LITE W/2 SIDELITES 2936 034 520 460 CSMNT 6500 - WD-VINYL 4257 EGRE55 029 1302-1241 515-6.46 SH-OH 15400-15513 62-65 VINYL OH=025 5 11 ` 035 690 ° 9 LITE W/2 SIDELITES 2960 EGRE55 034 920 840 CSMNT 115.00 75 WD-VINYL I SH=025 7 ° LJ 35'.80• 020 - BLANK CLR55 V 0.HOUR) 5760 EGRE55 434 1830 16.70 CSMNT 228.75 7B WD-VIN7L CS=0.30 2548 025 ri41 446 C5MNT 6733 - VINYL RW='20 B ° 2 32.80' 020 - BLANK 11460 EGRE55 034 36.60 3340 CSMNT 45750 7.6 WO-VINYL PIC=0.32 2936 026 476 415 C5MNT 5950 - VINYL AW�20 OTE a6 RANGE 8-3 W/G 40 AMP DOUBLE 2R 027 b? ' 2 LITE 9657 035 2584 604 PICT-DH 15LOO - WD-VINYL 2960 EGRESS 026 BS2 B36 CSMNT 10650 B.4 VINYL NOTE o6 WATER HEATER 10-2 W/G 25 RMP 28 035 550 9 LITE 9855 0.34 2L60 960 CSMNT-BOW 240.00 - WD-VINYL 29602 EGRESS D26 1733 1702 CSMNT 21663 85 VINYL ll WRSFIER(OPT) SEE NOTE o4 12-2 W/G 20 AMP SINGE 2C 035 881 IS LITE ANDERSEN - 200 SERIES 3435 D26 469 35 ( CSMNT 6113 - VINYL 12 DRYER(OPT)SEE NOTES o4 6 06 10-3 W/G 30 RMP DOUBLE 2D 020 - BLANK CLASS'C'0.HOUR) 2430 030 408 255 DH SL00 - WO-VINTL 9759/9859 029-029 30.78-29-70 724-7.78 PICT-5H-DH IGLOO-19550 - VINYL NOI� COOKTOP!OPT IN LID)OF(x-f•M 10-3 W/G 30 RMP 3 72x80" 03B 39.00 FRENCH 3449 EGRE55 430 1125 6.46 OH 14063 65 WD-YINTL Opa 955B 0.29-029 2703 709 1 BRY-0H 17725 - VINYL NO a6 SINGLE WALL OVEN MPT IN LIEU OF CKT•9I 12-3 W/G 20 RMP 4 35'/36".BO' D20 - DOUBLE 3'-0"IN5ULRTED 3050 EGRE55 030 lOS2 6A9 DH 13150 6.1 WO-VINYL 9862 026 2768 U34 CSMNT-BOW 228-75 - VINYL NOTE•6 DOUBLE WALL OVEN(on IN LIEU OF CKT•9I B-3 W/G 40 AMP " 5 60".80` 035 25.00 WOOD VINYL SLIDING GLASS MW NEW YORK ENERGY NOTES 35 DISHWASHER(OPT) 14-2 W/G 15 RMP SINGLE 6 72'.80' 035 BODO " SLIDING GLASS 2257 032 S1 31 DH 6375 - WD-VINYL I6 GARSRGE DISPOSAL[OPT) " 61 72".80' DRB 3)9 VINYL VINYL SLIDING GLASS (SILVER LINE) 3037 032 3.7 22 OH 4625 - WD-VINYL L INFILTRATION EOURL TO OR LESS THAN:WINDOWS 03 CFM/LF OF CRACK:DOORS 050 CFM/SF 17 MICROWAVE(DPTJ ` 62 72',80' 034 2614 VINYL VINYL SLIDING GLASS(VIWINCO) 3449 032 75 43 OH 9375 - WO-VINYL 2 BUILDER OR RETAIL CUSTOMER HAS OPTION OF USING REScheck TO DETERMINE ENERGY COMPLIANCE 3 NOTE OMITTED. 18 TRASH COMPACTOR IOPT) 14-2 W/G 15 AMP SINGLE 6R 961.80" 036 4491 WOOD VINYL SLIDING GLASS 3465 EGRESS 032 106 S9 OH 13250 5.9 ND-YINTL 4. R VALUES SPECIFIED ARE MINIMUM AND REFLECT ONLY THE VALUES OF THE INSULATION MATERIALS DHkO 36 5- FOR CRAWL SPACE,HEATED OR UNHEATED BASEMENT,FLOORS AND/OR FOUNDATION WALLS SHALL BE INSULATED IN 19 RROON SYSTEM ATTIC FRN(OPT) 14-2 W/G 15 RMP SINGLE 7 60".80" 035 1940 SWINGING PATIO 3476 EGRESS 032 129 72 OH 1GL25 7.2 WD-VALYL ACCORDANCE WITH ENERGY CODE BY FIELD CONTRACTOR.THE FIELD CONTRACTOR HRS OPTION OF PURCHASING THE 20 GENERAL ILLUMINATION Dor®®iu�� B 72180" 035 2390 3857 EGRESS 032 104 58 OH 130.00 53 WD-VINYL FLOOR INSULATION FROM R SOURCE OTHER THAN THE HOME MANUFACTURER S. RIGID FORM INSULATION,WHERE SPECIFIED,SHALL HAVE R MIN AGED R-VRLUE OF SA AT 75'MEAN TEMP.PER LAYER. 21 " " ° + 3869 EGRESS 032 130 72 DH 16250 72 WD-VBM 7 FOR BASEMENTS REMAINING UNCONDITIONED SPACES,THE BUILDER SHALL ENCLOSE THE BASEMENT STAIRS " " + ° ^ 4257 EGRE55 032 117 6.5 OH 14fi25 65 WD-yINTL THE WALLS SURROUNDING THE BASEMENT STAIRS SHRLL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER. THE BUILDER IS RESPONSIBLE FOR SUPPLYING ALL MATERIALS 23 + ° ^ 3037 031 47 45 CSMNT 5875 - WD-VINYL 8 FOR ATTICS WITH FIXED STAIRS AND REMRIFIING UNCONDITIONED SPACE,THE FOLLOWING OPTIONS SHRLL APPLY: R-THE BUILDER MAY ENCLOSE THE STAIRS ON LEVEL WITHIN THE ATTIC SPACE THE WALLS SURROUNDING THE 24 " „ " ^ ° 3061 EGRESS 031 B.5 79 CSMNT 10525 73 WO-VINYL STAIRS SHALL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER.THE BUILDER SHALL BE RESPONSIBLE FOR 5861 EGRESS 031 17.0 15B CSMNT 21250 79 WO-VINYL CS=439 SUPPLYING ALL MTERIFlLS. 25 ^ " " INTERIOR DOORS B-THE FACTORY MATE ENCLOSE THE STAIRS ON LEVEL BENEATH ATTIC SPACE THE WALLS SURROUNDING THE STAIRS 26 ° ^ " ° 9 18'.80' - - WOOD PRE-FIN SWINGING U461 EGRESS 031 34.0 315 CSMNT 425.00 79 WD-VINYL SHRLL BE INSULATED AND PROTECTED WITH R VRPOR BRRRIER. 9 INSULATION VALUES AND HEATING DEGREE DRYS SHRLL BE DETERMINED BY REScheck FOR THE UNIT SITE 27 " ^ ^ 10 24^,00" - - 9458 031 252 62 PICT-DH 15500 - WD-VINYL 10. TENANT SEPARATION WALLS FOR 1D12-FRMILY 6 TOWNHOU5E9 SHRLL BE B45ULATED TO R MINIMUM OF RIO (R40246 OF THE 2016 SUPPLEMENT TO THE NYS ENERGY CONSERVATION CONSTRUCTION CODE) 2B + „ + I1 30'.80' - - 9855 R31 28.0 12B C5MNT-B0W 32000 - WO-VINYL 1L !2006-2012 IRC)R PERMANENT CERTIFICATE SHRLL BE POSTED ON OR IN THE ELECTRICAL DISTRIBUTION PANEL(ROJ Zg " + ^ ^ 12 32^,BO° - - CENTURY SPECIALTY TO PANEL OK FOR 2015IRC)RFTERTHE BUILDING IS COMPLETED RND READY FOR OCCUPANCY THE CERTIFICATE SHRLL BE COMPLETED BY THE BLDR OR REG DE5IGN FROFE55IONRL RESPONSIBLE FOR THE COMPLETION OF THE BUILDING.THE 30 FIRE SPRINKLER PUMP(OPTI 10-3 W/G 25 RMP DOUBLE 12 34°.80" - - 2424 0.57 1 222 1 - OCTAGON - - CLAD CERT71CRTE SHRLL LI5T THE PREDOMINANT R-VRLUES OF I14SULRTION INSTALLED IN OR ON THE CEILING/ROOF,WALLS, FOUNDATION(EASEMENT WALL, CRAWLSPACE WALL PND/OR FLOOR)AND DUCTS OUTSIDE CONDITIONED SPACES:U-FACTORS 31 RIR HANDLER(OPT) 14-2 WIG 15 RMP SINGLE 13 351.80' - - 70 FOR FENESTRATION WHEN THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT,THE CERTIFICATE SHRLL LI5T.THE 32 CONOENSOR(OPT) 10-2 W/G 30 RMP DOUBLE 14 461.80" - - BY-PASS SLIDER 2424 31271 - OCT-FIXED - - VINYL 037 VALUE COVERING THE LARGEST RRER 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 W/G 15 AMP SINGLE 15 24'x80" - - BI-FOLD 2424 34 1 225 1 219 OCT-OPER 2813 - VINYL 026 EQUIPMENT SHALL BE ON THE MRNUFRCTUREFZS REScheck ANO/CR DATA PLATE 2012-15 IRC-THE CERTIFICRTE.SHRLL 34 FURNACE-FIELD INSTALLED(OPT) 12-2 W/G 20 AMP SINGLE 15 30180' - - SKYLIGHTS LI51 RE5(JL.T5 FROM ENVELOPE RIR LEAKAGE TEST AND DUCT LEAKAGE TEST(IF REQUIRED) 35 AIR CONDITONER(DPT) 12-2 W/G 20 RMP DOUBLE 17 96'x60° - - 2222 SS-39 264 - SKYLIGHT - - CLAD 12 ALL WORK DONE ON SITE SHRLL BE APPROVED BY THE RUTHDRITY HAVING JURI50ICTIOM 13.2009-2015 IECC-THE BUILDING THERMAL ENVELOPE SHRLL BE TESTED FOR RIR LERKRGE ON-SITE BY OTHERS W10247 36 RESERVED 18 40180` - - 2230 1 55-39 1 372 - SKYLIGHT - - 0.PD 2009 IRC-COMPLIANCE MAY BE SHOWN W/THE AIR BARRIER AND INSULATION INSPECTION CHECKLIST ITRSLE NUDZ42) 14,2009-2015 IECC-ALL RECESSED LIGHTING FIXTURES SHRLL BE IC-RATED AND LABELED AS MEETING ASTM Q83- ALL 37 RESERVED 19 60-.BO' - - 2246 55-39 589 - SKYLIGHT - - CLAD SHRLL BE SEALED WITH R GASKET OR CAULK BETWEEN THE HOUSING AND THE CEILING SURFACE 38 RESERVED 20 72'.80" - - + 15-2009-2012 IECC-PROGRAMMABLE THERMOSTATS TO BE SUPPLIED AND INSTALLED BY BUILDER FOR FORCED AIR SYSTEMS 2015 IRC,PROG T-STATS REQUIRED ON"RLL"HEATING 6 COOLING SYSTEMS 39 RESERVED 21 48180" - - WOOD/MIRROR BY-PRSS SLIDER VIWINCO 16.2009-2015 IECC-ATTIC ACCESS HATCHES AND DOORS SHRLL BE WERTHER-STRIPPED AROUND THEIR PERIMETER AND, INSULATED TO MEET THE SAME R-VRLUE AS THE SURROUNDING CEILING. 40 REEVED 22 24'.60• - - WOOD POCKET IDENT. N0. U VRL LIGHT VENT TYPE MRX. FLR EGRESS MAT SHGC 17.2009-2012)ECC-ALL WOOD-BURNING FIREPLACES SHRLL HAVE GRSKETED DOORS SUCH THAT COMBUSTION RIR I5-NOT 23 34x60" _ _ AREA BF CLR SF DRAWN FROM THE INTERIOR OF THE BUILDING.ZD15 IRC,GR5KETED DOORS COMPLY WITH ULL27 IF INSTALLED - 41 RESERVED _ " 18. 2009-2012 IECC-FRAMING CAVITIES SHRLL NOT BE USED AS SUPPLY DUCTS FOR FORCED-RIR SYSTEMS H-1 ELECTRIC FE=AT 12-2 W/G 20 RMP DOUBLE 24 48180' - - FRENCH SH-41 5H-OH SH-CH SH-OH SH-OH 19 2012 IECC-FRAMING CAVITIES MAY NOT BE USED AS R/R DUCTS FOR FORCED RIR SYSTEMS H-2 " " 25 60'x80' - - ° 20fi0 030-029 425-414 238-231 SH-DH 5313-5175 - VINYL 20.2009 IECC-509,OF ALL PERMANENTLY INSTRI I-ED LAMPS SHALL BE HIGH EFFICACY LAMPS 2012-2015 IECC 75X RLL PERMANENTLY INSTALLED LAMPS SHRLL BE HIGH EFFICRCY LAMPS CFL's SHRLL SATISFY THIS REQUIREMENT LAMPS H-3 " 26 7Tz60" - - 3037 030-029 435-419 229-Z21 SH-0H 5436-5236 - VINYL TO BE SUPPLIED AND INSTRLI FD BY OTHERS 2L 2009-2015 IECC-HIWSB PIPING SMALL BE INSULATED TO R-3 MINIMUM. H-4 - ° ^ " ^ 27 45'.Blr - - + DOUBLE 3449 030-029 7.3-711 382-373 SH-0H M25-EBBS - VINYL ISH--025 22 2015 IECC DOMESTIC HOT WATER PIPING SHRLL BE INSULATED TO R3 UNDER ANY OF THE FOLLOWING CONDITIONS: H-5 " ovr®�au�v + 28 60180" - - ° " 3837 D.30-029 SAS-57313.07-296 5H-0H 7438-71BB - VIINTL -PIPING 3/4"AND LARGER DH028 -PIPING SERVING MORE THAN ONE DWELLING UNIT H-6 " + " 29 77x80" - - 4060 EGRESS 030-029 IL43-IL19 594-582 SH-0N 14288-13988 5.9-5B VINYL -PIPING LOCATED OUTSIDE THE CONDITIONED SPACE PIPING FROM THE WATER HERTER TO A DISTRIBUTION MANIFOLD. H-7 " " ° ° DOORS AND WINDOWS MAY HAVE SUBSTITUTE MANUFACTURERS,BUT SHRLL COMPLY WITH THE 3666 EGRESS 0.30-029 1115-1094 584-S73 SH-0H 113938-13675 58=57 VINYL -PIPING FOR RECIRCULATION AND ON-DEMRNO SYSTEMS APPLICABLE ENERGY CODE STRUCTURAL AND EGRESS REQUIREMENTS 23 2012-2015 IECC-ERVE"WIND-WR5FP BAFFLES Reyy'd H-e 4.2012-2015 IECC-WHOLE HOUSE MECHANICAL VENTILRTION SYSTEM Req'd TO MEET SECTION M1507 REOUIRMENTS. 3036 0.29 472 343 C5MNT 59.00 - VINYL 25.2012-2015 IECC-MLN FRN EFFICACY REOUIRMENTS FOR MECH.SYSTEMS-SEE TRBLE N1103S1 BELOW. EI FCTRTCRI NOTFS E3FrTTRICR NOTES(CONT)' 26.2015 IECC,ATTIC RCCE55 DOORS IN WALLS TO UNCONDITIONED SPACES MRY BE U 032 me.OR R-32 In. ' L WHEN CIRCUITS REOUIRED WILL NOT FIT IN A SINGLE PANEL BOX,R SUB-FEED SHRLL BE 17.2008-20U NEC-GFCI PROTECTION IS REO'D W/I A 5 FT RADIUS FROM THE EDGE OF RLL 3060 EGRESS 029 85 6.211 CSMNT 10750 62 VINYL 27.DUCT TESTING TO BE PERFORMED ON-SITE BY OTHERS PER 2015 IRC SECTION 1,1=33 WHEN DUCTWORK I5 REQUIRED SEE SHT 6R SINKS EXCLUDING THE KITCHEN SINK. 5660 EGRE55 0.2 15-71 11.0 CSMNT 19638 61 VINYL C5=0.25 OUTSIDE THE THERMAL ENVELOPE 2 LAUNDRY CIRCUITS ARE STANDARD IN CRAWL SPACE UNITS 18 2014 NEC-GFCI PROTECTION IS REO'D W/I R 6 FT RADIUS FROM THE EDGE OF RLL 8460 EGRE55 029 2357 165 CSMNT 294.63 61 VINYL PIC--0.30 3 OPTIONED_CEILING LUTES OR FAN LUTES MAY REPLACE SWITCHED RECEPTACLES. CELT ING SINKS THE DISHWASHER MUST GFCI PROTECTED FRN LITES MAY REPLACE CEILING LITES PROVIDED THE LIGHT IS SWITCH-WIRED 19 2008-2014 NEC-SWITCHED RECEPTACLES MUST HAVE ONLY 1-OUTLET OF THE RECEPTACLE - INDEPENDENTLY OF THE FRN MOTOR SWITCHED TO OURLIFY FOR R"REQUIRED"RECEPTACLE FOR RECEPTACLE 5PRCI14G 4 CIRCUIT SCHEDULE REFLECTS ELECTRIC APPLIANCES WHEN GAS APPLIANCES ARE USED, REQUIRED BY CODE 92fi0 0.30-029 2546-2519 619-6A3 PIC-SH-0H 15475-150.75 - VINYL THE WIRE BREAKER AND POLE PARAMETERS USED SHALL BE THE SAME AS FOR R GENERAL 20 2008 NEC-BALCONIES.PORCHES,AND DECKS OVER 20 50 FT SHRLL BE PROVIDED WITH 7D ILLUMINATION CIRCUIT OR MRNUFRCTURER'S INSTALLATION INSTRUCTIONS AN OUTDOOR RECEPTRCLE 2011 NEC^RLL°BALCONIES.PORCHES,AND DECKS SHRLL BE S. SEE DRAWING 3B FOR RODITICNRL ELECTRICAL NOTES PROVIDED WITH AN OUTDOOR RECEPTACLE 2014 NEC THE REQUIRED RECEPT DOES NOT RW3212 028 LO 13 AWNING 1250 - VINYL SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL 6 (DE)SMOKE ALARMS SHRLL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY ARC HAVE TO BE W/I THE CONFINES OF THE DECK BUT MUST BE ACCESSIBLE FROM THE DECK Q32 CIRCUIT INTERRUPTER RLL SMOKE ALARMS SHRLL BE SUPPLIED BY BRANCH CIRCUITS 2L 2008-2014 NEC-ALL CEILING LIGHT BOXES TO BE RATED FOR 50 LEL EXCEPTION: AW4812 I26 L6 21 AWNING 20A - VINYL Xll{�? DEDICATED TO SMOKE ALARM EQUIPMENT AND SHRLL BE MECHANICALLY_PROTECTED BY FOR UTILIZATION EQUIPMENT(EX:SMOKE DETECTORS)WEIGHING 5 LBS OR LE55. _ CEA = ------- ----- - -- S� -- ---- ---- -`- `---------"- ---- _ LOCK-ON DEVICES GTD BOX MAY BE USED 2014 NEG BOXES RATED AT>50 LS MUST BE LABELED IN BOK SH=SINGLEi-IUNG.DH=DOUBLE_HUNG.-CSMNT CASEMENT,PICT=PICTURE - -- 7. (ME)SMOKE RLRRM5 SHALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY RRC-FRULT 22 2008-2014 NEC-ALL 125-VOLT,15 AND 20 RMP RECEPTACLES IN5TRII IN DWELLING NUMBER AT LEFT INDICATES SINGLE-HUNG VALUES,NUMBER AT RIGHT INDICATES OOUSLE-HUNG VALUES. : DEPARTMENT OF STATE CIRCUIT INTERRUPTER ALL SMOKE ALARMS SHRLL BE SUPPLIED BY BRANCH CIRCUITS UNITS MUST BE TRMPER-RE51STRNT RECEPTACLES. 2011-2014 NEC-TR RECEPTACLE VFM AND a DNISION OF BIALONG STANDARDS AND CODES DEDICATED TO SMOKE ALARM EOUIPME4T NOT REO'D FOR RECEPTACLES 65 OR GREATER RFF OR IF THE RECEPTACLE IS PART G3�ZIN-Tr .MRFSS NOTE:e•. S py°^ AUMIY,NY 171314001 fMR) B. THE OPERATION OF R SINGLE GFCI DEVICE SHALL NOT DEPNERGIZE ALL LIGHTING OF THE LUMINRIRE OR APPLIANCE L EGRE55 WINDOWS CLEAR OPENING: MIN WIDTH 20".MIN CLEAR HEIGHT 24',MIN.OPEN 57 SF - � .07N'P c Stamp otAppnnaIl for a System,Model or Component OUTLETS IN R GIVEN RRER 23 2008-2014 NEC-ALL DWELLING UNITS SHRLL HAVE R COMMUNICATIONS OUTLET. IF NOT 2 AGGREGATE GLAZING AREA OF HABITRBLE SPACES(LIVING.SLEEPING,EATING OR COOKING) ,'��aasuR°� M1387 2017-123 10/20/2017 9 2002/2005 NEC-ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,15 AND 20 RMP OUTLETS PROVIDED BY MANUFACTURER,IT WILL BE PROVIDED AND INSTALLED ON-SITE BY OTHERS SHRLL BE B%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-MR55RGE TUBS IWHIIRLPOOLS)=ALL RECEPT'S WITHIN 5 FT OF 3 FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS,ANY ROOM SHRLL 91207 Manufaclurees No AppOamn No, DaNdApp-I INTERRUPTERISI THE INSIDE WALL OF THE TUB SHRLL BE GFCI PROTECTED. IF THE WHIRLPOOL IS BE CONSIDERED AS R PORTION OF AN ADJOINING ROOM WHEN AT LEAST 1/2 OF THE AREA OF NOTICE TM sppmal 6appkdl agyb Ih-omnp-ts of%bdmy-Iedxed 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 15 OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LE55 THAN beld'mgs(Modular)ma=ftbdmLdmdasmmbMallbabclorym fadurefs(3y FAD 20 AMP OUTLETS IN5TRLLE0 IN DWELLING UNITS SHALL BE PROTECTED BY R THE ACCESS,FACING THE ACCESS 1/10 OF THE FLOOR AREA OF THE INTERIOR ROOM,BUT NOT LESS THAN 25 SQUARE FEET. TNe sppovalshadnot rebeow;maw6mmrfmm mspeai61ty6rdMaeonc,eim COMBINRTION-TYPE RRC-FRULT CIRCUIT INTERRUPTER(S) DCCPTNSI BASEMENTS. 25 2008-2014 NEC-LRMP HOLDERS INSTALLED IN WET OR DAMP LOCATIONS SHALL BE OF 4.OPERABLE WINDOWS LOCATED MORE THAN 72'ABOVE FINISHED GRADE MUST MAINTAIN THE ermdsslanfmmeeapp-ddoomerda KITCHENS,GARAGES,6 BATHROOMS KITCHENS FIND LAUNDRY AREAS MUST ALSO BE THE:WATERPROOF TYPE LOWEST PART OF THE WINDOW CLEAR-OPENING R MINIMUM OF 24"ABOVE THE FINISHED AlsRareWtedp Rmiatb aeed forappmrW6y Nela®ICode Fsbimman(OBidal RRC-FRULT PROTECTED PER THE 2014 NEC. 28 2OU-2014 NEC-FOYERS GREATER THAN 60 SO FT MUST HAVE R RECEPTACLE ON EACH FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. IF THE WINDOW CLERR-OPENING DOES NOT MEET THESE PERAMETERS,THE BUILDER SHRLL BE RESPONSIBLE FOR COMPLIANCE / By WK J IL EXTERIOR RECEPTACLES: WALL SPACE 3 F7 OR LARGER �^ �+.4� By e)SHRLL BE COVERED RT THE FRONT AND REAR OF THE DWELLING G 27 2011-2014 NEC-WHERE SWITCHES CONTROL LIGHTING LORDS R NEUTRAL SHRLL BE WITH SECTION REQUIRE !2006 IRC).R2012(2009 IRC)OR 2312(RC IRS IRCL JohnR Addado,PE,Atling Director D'ayl Andreedes,RA b)SHALL IA COVERED BY OS RE"IN-USE'WEATHERPROOF ENCLOSURE FOR 2014 NEC PROVIDED AT EACH SWITCH LOCATION 2014 NEC-NOT RED'D ON SWITCHED RE(LPTS 5 ALL WINDOWS REQUIRE FLASHING 2012 IRC(R7038)62015 IRC[R703.4),PRIJ FLASHING Regd IF 2012-2015 IRC TABLE Nll0351 COMPLIANCE THE ENCLOSURE MUST ALSO BE LABELED (2 "EXTRA DUTY" 2&2011-2014 NEC-REIDENTIFIED SWITCH LOOPS CAN BE THE ONLY FOR THE SUPPLY TO INSTRUCTIONS /S NOT PROVIDED. c)SHRLL BE TAMPER-RESISTANT AND WEATHER RESISTANT(2008-2014 NEC). THE SWITCH BUT NOT AS R RETURN CONDUCTOR FROM TI-E SWITCH TO THE OUTLET 6,WINDOWS/DOORS/SKYLIGHTS IN BUILDINGS IN WINDBORNE DEBRIS REGIONS SHRLL BE PROTECTED FROM MIN RIR EFFICACY MFlK RIR LOCATION dl SHFlLL BE GFCI PROTECTED. (LE LIGHT or RECEPTACLE) WIINOBORNE DEBRIS MRTERIRLS/CONSTRUCTION BY BUILDER PER ONE OF THE FOLLOWING METHODS: FLOW!CENT) [(AM/WRTP FLOW(CENT) e)SHRLL BE ON R GENERAL ILLUMINATION CIRCUIT R-STORM SHUTTERS MEETING RSTM E 1996 AND RSTM E 1886 REOMTS INSTLD PER MRNUF IINSTRUCTIDN RANGE HOOD RN7 28 ANY MASTER SERIES f)SHRLL NOT BE ON R CIRCUIT THAT HRS RECEPTACLES FOR BATHROOMS OR R EXTERIOR DOOR AND WINDOW DP RATING REQUIREMENTS B-AGENCY RATED WOOD STRUCTURAL PANELS MIN THKNS 7/16",MRX B FT SPEW ALLOWABLE FOR MRH SMALL APPLIANCE CIRCUIT. 2014 NEC-NOT ON R GARAGE CIRCUIT AS WELL WALLWIND MRH d EXP WIND WIND PRIES. RAMA <OR=33 FT.PANELS TO BE PRECUT, SIZED TO ALLOW ATTACHMENT TO THE FRAMED OPENING IN-LINE FRN i RNY 28 ANY 12 ADDITIONAL EXTERIOR RECEPTACLES OTHER THAN THOSE REQUIRED BY THE NEC STORY ZONE (Vesd/VWtI Poli PRESSURE REOT1 GRADE CONTAINING THE GLAZED OPENING PANELS TO BE SECURED WITH THE ATTACHMENT HRRDWRRE PROVIDED BATH.UT RM 10 L4 <90 RLL MODELS MAY BE ADDED AS AN OPTION2009-15 IRC,PERIMETER ATTACHMENT SHRLL BE WITH eB WOOD SCREWS AT 8•oe,-10 WOOD SCREWS 13 2008-2014 NEC-ALL GARAGE RECEPTACLES MUST BE GFCI PROTECTED, GARAGE IOL130 L29 241 259 30 AT 9"oc,OR WITH 11V LAGS m 16'oc.FR57ENERS TO BE LOCATED R MIN OF V FROM PANEL EDGE BATH.UT RM 90 7H ANY SCHEDULES & NOTES DOOR OPENER RECEPTACLES MUST BE GFCI PROTECTED,BUT THE GFCI PROTECTION 4 110/142 129 236 30.4 35 AND SHALL PENETRATE 2"INTO WALL FRAMING BELOW EXT.WALL COVERING- DEVICE MAY NOT BE INSTALLED IN THE CEILING DUE TD ACCESSIBILITY. 120/155 129 2B1 362 40 C-METMDD SHRLL BE APPROVED BY THE AHIJ SEE SECTION 301212 AND TABLE 30121.2 WRLL COVERING SCHEDULE MUNCY HOMES. INC. 14 2014 NEC-R DEDICATED CIRCUIT IS REO'D FOR RECEPTS/LIGHTS CONTAINED"INSIDE' 1 1OL130 129 248 320 35 7 WINDBORNE DEBRIS REGIONS: 2003-09 IRC 6 MR AREAS W/I FNRRICANE-PRONE REGIONS W/I 1-MILE OF THE GRRRGE ONE RECEPT MIN PER VEHICLE BAY IN GFJtRGF- 129 91 375 40 COASTAL MEAN HIGH WATER LINE IN BRSIC/NOMINRL WINO AREAS>OR=UO MPH OR IN ALL 120 MPH WRLL COVERING STUDSPRCING 15 2014 NEC-ELECTRIC VEHICLE CHARGING OUTLETS SHRLL BE ON R DEDICATED CIRCUIT 120/1 5 129 44,8 45 AREAS. 2012 IRC-REF WINDSORNE DEBRIS MRP FIG R3012(4)C. 1/4"WOOD PANELING 16"D.C. 1567 PR ROUTE 442 16 2014 NEC-DRYWALL SCREWS,WOOD SCREWS,ETC.MAY NOT BE USED TO MOUNT2015 IRC-BRSED ON ULTIMIRTE DESIGN WINO SPEEDS,WINDBORNE DEBRIS REGIONS ARE W/I 1-MILE FIXTURES TO BOXES MACHINE SCREWS MATCHING THE BOX MUST BE USED 101/130 4 201 281 30 OF COAST IN 130 MPH AREAS AND IN AREAS=or>140 MPH. 1/2"or 5/8"GYPSUM BOARD 16"Dc.OR 24"UG. MUNCY. FOR 17756 4 110/14 L L3 330 35 8 EXTERIOR WINDOWS AND DOORS SHRLL BE DESIGNED TO RESIST THE DESIGN WAND LORDS PER TABLES L4"or 3/8"GYPSUM BOARD 12"OC.OR 16'OC 2 120/155 14 281 393 40 R301221 6 R30L2(37 ADJUSTED FOR HEIGHT RND EXP.SEE TABLE RT LOWER LEFT FOR SUMMARY. LY'yjHYt COYEIRED GYP.BD 16'OC.OR 24.0C. 101/130 .4 246 347 35 a ROOF UNDERLRYMENT:2012 IRC 120 Vssd,2015 IRC>=140 V00 TO COMPLY WITH ASTM D 226 TYPE II, DRN BY DATE SCALE REV. HT. NO 5 110/142 14 291 4p-7 4 ASTM D 4869 TYPE N OR RSTM 0 6757 ATTACH W/PLASTIC OR METAL CRP NAILS.1°(mW DIRM f20/155 L4 -34.7 486 50 HERD,329 SHEET-STEEL 111ICN5 HERD,129(min)SHANK 3/4"07on)NAIL PNTRRTION INTO ROOF ORTRBRSE NAME MJL 3-22-91 NONE B-18-2017 33 SHEATHING UNOERLRYMENT LRP5 4"[.In) OPT.-ADHERED UNDERLRYMENT COMPLYING WITH RSTM D 1970 D3\3e,J1 06 GENERAL NOTES - 1 GENERAL NOTES - 2 ELECTRICAL NOTES SEISMIC DESIGN NOTES IGENERAL FIELD NOTES ELECTRICAL FIELD NOTES L WALL FIND CEILING FINISHES SHALL HAVE A L WATER HEATERS IN ENCLOSED SPACES SHALL HAVE 2" 17 THE GREATEST RISER F{'=IGHT OR TREAD DEPTH WITHIN L WIRING SHALL BE IN ACCORDANCE WITH THE LATEST 1. DETACHED ONE PND TWO FRMIL.Y DWELLINGS LOCATED I L WHERE ADJOINING MODULES THAT HAVE GAPS OF 1/8" L INTERMODULE CONNECTIONS FLAME SPREAD RATING OF NOT GREATER THAN 200. MIN CLEARANCE OR FINISH SHALL HAVE FLAME SPREAD ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE ADOPTED NEC AND INSPECTED IN PLANT BT AN IN SOC C ARE EXEMPT FROM SEISMIC REQUIREMENTS OR MORE,FIRESTOPPLNG SHALL BE PROVIDED AND R-BASEMENT MODELS-ELECT CONNECTIONS BETWEEN 2 EACH DWELLING SHALL HAVE A MAIN EXIT DOOR. RATING OF LESS THFlN 25 SMALLEST BY MORE THAN 3/B" APPROVED QUALITY ASSURANCE AGENCY. SEE R30122 EXCEPTION SECTION R30122.4 INSTALLED AT ALL CEILING AND FLOOR LEVELS BY MODULE(S)AND PANEL BOX ARE BY DIRECT HOOK-UP TO THIS DOOR SHALL BE SIDE HINGED,NOT LESS THAN 2 OPT FACTORY BUILT FIREPLACES SHALL BE LISTED, TREAD DEPTH OF WINDERS SHALL COMPLY WITH 2 WIRING SHALL BE TYPE NMB SHALL BE COMPLIED WITH WHEN USING THE THE BUILDER RND/OR SET-UP CREW ON SITE THE PANEL 80X.WIRES SHALL BE LADBFI IR 3 FEET IN WIDTH AND 5 FEET 8 INCHES IN HEIGHT. LABELED AND IN5TRI I IN ACCORDANCE WITH THE R31L75IVE 2L A FLIGHT OF STAIRS SHALL NOT HAVE 3 CIRCUIT BREAKERS SHALL BE RATED AT 10,000 RIC PRESCRIPTPORTIONS OF THE RCNYS.SEE THE TYPE,THICKNESS FIND D45TALLRTION OF MATERIAL B-2 STORY MODELS-SECOND FLOOR WIREES PRE COILED 3 DWELLING<S TO LOT-LINE REQUIRE FIRE PROTECTION CONDITIONS OF LISTING FACTORY BUILT FIREPLRCE5 R VERT RISE>12'B/W FLR LEVELS OR LANDINGS. 4 CONDUCTORS,DEVICES AND EQUIP.SHALL BE LABELED R30177 IRREGULAR BUILDINGS SHALL REQUIRE R SERVING AS A BARRIER TO THE UNOBSTRUCTED UNDER THE FLOOR OF EACH MODULE THESE WIRES SHALL REQUIREMENTS OF SECTION R302-1(2003-2012 IRC&MR) SHALL BE TESTED IN ACCORDANCE WITH UL 127 THE WIDTH OF EACH LANDING SHALL NOT BE< THE RND/OR LISTED BY AN APPROVED TESTING AGENCY AND PLAN SPECIFIC RNRLYSIS WOOD FRAMED BUILDINGS MOVEMENT OF FLAMES AND PRODUCTS OF COMBUSTION BE FED THROUGH PRE-DRILLED HOLES IN THE FIRST AND TABLE R30210 2012-15 IRC) EXT.AIR SUPPLY SHALL COMPLY WITH SECTION R1006 STAIRWAY OR DOOR 5ERVED EVERY LANDING SHALL INSTRII IN ACCORDANCE WITH LISTING, SHALL BE LIMITED M THREE STORIES ABOVE GRADE SHALL BE APPROVED BY THE AUTHORITY HAVING FLOOR ENOWRLL TOP AND SOLE PLATES IN STUD 4 CEILING HEIGHTS SHALL CONFORM TO SECTION R305 (2006-15 IRC),30 DEG MAX FLUE ANGLE AND NO HAVE R MIN DIM OF 36"MEASURED IN THE DIRECTION MANUFACTURER'S INSTRUCTIONS AND APPLICABLE CODES OR THE LIMITS GIVEN IN TABLE R6021CLL SEE JURISDICTION CAVITIES LOCATED DIRECTLY BELOW THE SECOND FLOOR S. DWELLING UNITS IN TWO-FAMILY DWELLINGS SHALL BE MORE THAN(4) ELBOWS (2012-15 IRC) GAS FP NIP. OF TRAVEL 5 NONMETALLIC SHEATHED CABLE SHALL BE SECURED AT R30122.4.L Z MANUFACTURER HAS OPTION OF OMITTING PORTIONS WIRE DROPS. SEPARATED FROM EACH OTHER BY WALL RNO/OR FLOOR 3 HVAC RAID FIREPLACE CHIMNEY AND CONNECTORS SHALL IB STAIRWAYS SHALL NOT BE<3fi"IN CLEAR WIDTH MEMBERS NOT LESS THAN 1 1/4"FROM EDGE OR SHALL 2 SEE FIGURE R3012(21 FOR SEISMIC 00 FIRERS OF/OR COMPLETE ROOF,CETT G RND/OR FLOOR SWITCH LEGS FOR SECOND FLOOR STAIRS LIGHT ASSSEMBLIES OF NOT LESS THAN 1 HOUR FIRE COMPLY WITH NFPA 21L AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEI BE PROTECTED WITH 1/15"THICK STEEL SLEEVE OR CHECK WITH THE AUTHORITY HAVING JURISDICTION SECTIONS OF MODULES. I BUILDER WANTS TO DROPPED TO BASEMENT SHALL BE INTERCONNECTED ON RESISTIVE RATING WHEN TESTED IN ACCORDANCE WITH 4 BATH FRN OUTPUT 50 CFM MIN KIT EXR 135 CFM MIN. AND BELOW THE REO'D HERDROOM HEIGHT. HRNDRAILS PLATE CABLE PASSING THROUGH NOTCHES SHALL BE IN THE MUNICL'FILITY FOR SEISMIC DESIGN CATEGORY CONSTRUCT SAME IN THE FIELD.DESIGN OR SITE BY THE BUILDER RSTM E119 FLOOR-CEILING F155EMBLIES SHALL EXTEND S SAFETY GLAZING SHALL BE USED WHERE REQUIRED BY SHALL NOT PROJECT>45"ON EITHER SIDE OF THE PROTECTED WITH A 1/16'THICK STEEL PLRTE. 3. JOISTS SHALL BE SUPPORTED LRTERRLLY.SEE 85027. VERIFICATION OF DESIGN,SHALL BE BY R P.E.OR RA C- CAPE MODELS-MANUFACTURER PROVIDES JUNCTION TO AND BE TIGHT AGAINST THE EXTERIOR WALL,AND SECTION R3084 STAIRWAY AND THE MIN CLEAR WIDTH OF THE STAIRWAY NONMETALLIC SHERTFED OR SHALL BE SECURED AT IN SOC DO,SOLID BLOCKING SHALL BE PROVIDED AT IN ACCORDANCE WITH GOVERNING CODES.TO ENSURE BOXES IN CEILING BEHIND KNEEWRLL FOR GENERAL WALL ASSEMBLIES SHALL EXTEND TO THE UNDERSIDE 6 ENCLOSE)ACCESSIBLE SPACES UNDER STAIRS SHALL AT AND BELOW THE HANDRAIL HEIGHTSHRLL NOT BE 4'-6'MAX WITHIN I'-0"OF OUTLET BOX EACH INTERMEDIATE SUPPORT.SEE 85027 EXCEPTION. ROOF DESIGN DOES NOT EXCEED THE LORD CARRYING ILLUMINATION,SMOKE DETECTOR AND HEAT CIRCUITS OF THE ROOF SHEATHING WHEN THE FLOOR F55E:MBLY HAVE WALLS,UNDER STAIR SURFACE AND ANY <315'WHERE R HANDRAIL IS INSTALLED ON ONE SIDE 6 RECEPTACLES SHALL NOT BE LOCATED OVER ANY PART 4 WHEN THERE IS A CANTILEVER AND THE RIM JOISTS CAPABILITIES OF THE LORD BEARING WALLS, ON SECOND FLOOR BY THE BUILDER IS REQUIRED TO BE FIRE-RESISTANCE RATED.THE SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH RND 2T'FOR HRNORRILS RRE INSTALLED ON BOTH SIDES OF ELECTRIC BASEBOARD HEAT UNITS ARE SPLICED.THE RIM JOISTS SHALL BE SPLICED DESIGNER SHALL CONTACT THE MANUFACTURER TO ELECTRICAL KNISH TO COMPLETE T}iE SECOND FLOOR SUPPORTING CONSTRUCTION OF THE ASSEMBLY SHALL R MINIMUM L2 INCH GYPSUM BOARD 19 FACTORY SHALL PROVIDE OPENING THROUGH FLOOR 7. IN KITCHENS R RECEPTACLE OUTLET SHALL BE USING A GALVANIZED METAL TIE NOT LESS THAN VERIFY THE SIZE,SPECIES,GRADE,AND DO SPACING SHALL BE FURNISHED AND IINSTALLED BY THE BUILDER HAVE AN EQUAL OR GREATER FIRE-RE5ISTANCE RATING. 7. THIRD PARTY LABEL INSIGNIA OF APPROVAL AND DATA LARGE ENOUGH TO ALLOW STAIRS TO COMPLY WITH INSTALLED AT EACH WALL COUNTER SPACE THAT I5 12" D058"E6 gel AND 1 1/2"WIDE FASTENED WITH OF LORD BEARING MEMBERS MRTERLALS TO IN ACCORDANCE WITH GOVERNING CODES.SEE NOTE 28. 5 GARAGES AND CRRPORTS SHALL-COMPLY WITH SECTION PLATE SHALL BE AFFIXED TO THE KITCHEN SINK Rall 71 OR WIDER RECEPTACLE OUTLETS SHALL BE INSTRI I (6)0162"It 3 1/2"OR L9)0131"x 3 1/2" COMPLETE OMITTED AREAS SHALL BE SUPPLIED AND D-RAISED RANCH MODELS-FOR SITE INSTALLED R3G9 (2000-06 IRC) 6 R3025(2009-15 IRC 6 MR) CABINET.WHEN A MODULE DOES NOT HAVE A CLOSET, 20 STEP FLASHING REQUIRED WHERE R ROOF RBUTS A 50 THAT NO POINT ALONG THE WALL LINE IS MORE NAILS ON ERCH SIDE OF THE SPLICE OR R BLOCK INSTALLED BY THE BUILDER IN ACCORDANCE WITH DEVICES AT ENTRY,Le SWITCHES.RECEPTACLES.ETC. 7. ALL MATERIAL,ASSEMBLY,CONSTRUCTION ANDADDITIONAL LABELS SHALL BE REFIXED TO THE VERTICAL SURFACE THAN 24"MEASURED HORIZONTALLY FROM R RECEPTACLE THE SAME SIZE AS THE RIM JOIST OF SUFFICIENT GOVERNING CODES WIRES ARE EITHER STUBBED TO BASEMENT OR COILED EQUIPMENT SHRLL COMPLY WITH THE 2015 IRC-SEE KITCHEN SINNC CABINET WHEN THE KITCHEN CABINET 2L 36"WIDE ICE-GRURD REQUIRED IN ALL CLOSED VRLLEY5 OUTLET IN THAT SPACE LENGTH TO FIT SECURELY BETWEEN THE JOIST SPACE BUILDER WANTS TO CONSTRUCT,FABRICATE RNO FOR SITE INSTALLATION OF DEVICES BY THE BUILDER. COVER SHEET FOR SPECIFIC NYS CODE VERBIAGE IS INSTRI I ON SITE BY THE BUILDER,LABELS AND 22 MIN HABITABLE ROOM CLG HEIGHT=T-0" 8 KITCHEN COUNTERTOP,BATHROOM,GARAGE AND AT WHICH THE SPLICE OCCURS FASTENS)WITH ATTACH ELEMENTS.Le.PORCHES. CARPORTS.GARAGES. E-WHEN CIRCUMSTANCES REQUIRE CONNECTIONS OF WIRE FIRE RATINGS SHALL BE INDICATED BY APPROVED DATA PLATE SHALL BE AFFIXED IN R CLOSET OR IN 23.BLOCKING REQUIRED BETWEEN JOISTS(ABOVE FIND (8)0167'x 3 1/2" E (121 HE S z 3 1/2" BETWEEN MODULES.R JUNCTION BOX SHALL BE LOCATED AGENCY DESIGN NUMBERS DETAILED ON DWG(51 RNDTAER KITCHEN CABINET WHEN A MODULE HAS NO BELOW)AT BRACED WALLS PERPENDICULAR AND EXTERIOR RECEPTACLES SHALL BE ES PROTECTED. NAILS ON EACH SIDE TI THE SPLICE DES N THE FIELD TO LORD BEARING EXTERIOR WALL. UNDER CO FLOOR OR NEAR THE ATTIC ACCESS 8 INSTALLATION OF SMOKE ALARMS AND AUTOMATIC 20AMDN APED BATHROOM RECEPTACLES SHALL 8E ON DESIGN OR VERIFICATION E DESIGN SHALL BE BY R CABINETS OR CLOSETS.LABELS FIND DATA PLATE PARALLEL TO FRAMING 20 AMP GFCI CIRCUIT(51 SEE R30L2222,EXCEPTIONS 4 FIND 5 F.E.OR R.R.IN ACCORDANCE WITH GOVERNING CODES F-ALL CONNECTIONS SHALL BE MADE ON SITE BY BLDR SPRIINKL.ER SYSTEMS SHALL COMPLY WITH SECTION SHALL BE AFFIXED IN A CLOSET OF ANOTHER MODULE. 24.OPERABLE WINDOWS LOCATED MORE THAN 72"ABOVE 9 FOR WHIRLPOOL TUB OPTIONS,WIRING SHALL BE IN 5 BUILDINGS LOCATED IN SOC 00 SHALL BE PROVIDED IN ORDER TO ENSURE DESIGN DOES NOT EXCEED THE G-SEE MANUFACTURERS SETUP PROCEDURES MRMIRL R313 6 8314 (SEE COVER SHEET.NOTE•5 FOR AS BUILT FLOOR PLANS FOR USE BY THE AUTHORITY FINISHED GRADE MUST MAINTAIN THE LOWEST PART OF ACCORDANCE WITH MANUFACTURER'S INSTALLATION WITH EXTERIOR AND INTERIOR BRACED WALL LINES LORD CARRYING CAPABILITIES OF THE LORD BEARING 2 R-SMOKE DETECTOR WIRES DROPPED FROM EACH FLOOR FIRE SPRINKLER INFORMATION SPECIFIC TO NYS) HAVING JURISDICTION SHALL SHOW ACTUAL LOCATION THE WINDOW CLERR-OPENING A MINIMUM OF 24"ABOVE INSTRUCTIONS AND SHALL BE GFCI PROTECTE0. SPACING BETWEEN BRACED WALL LINES SHALL NOT WALLS.DESIGNER SHALL CONTACT THE MANUFACTURER TO BASEMENT S SHALL EC INTERCONNECTED WITH 9 CONCEALED SPACES BETWEEN FLOOR/CEILING OF THE INSIGNIA OF APPROVAL THE FINISHED FLOOR OF THE ROOM IN WHICH THE 10 WHEN R WASHER RECEPTACLE IS INSTALLED IN R EXCEED 25 FEET ON CENTER IN BOTH THE TO VERIFY THE LORDING,SIZE.SPECIES,GRADE AND BASEMENT SMOKE DETECTOR BY THE BUILDER ASSEMBLIES SHALL BE ORRIFTSTOPPED AT 1000 5F 8 EXT.CHASES SHALL HAVE INSULRTION AND DRYWALL WINDOW IS LOCATED IF THE WINDOW CLERR-OPENING BATHROOM,WHETHER R SEPARATING DOOR IS PRESENT LONGITUDINAL AND TRANSVERSE DIRECTIONS OC.SPACING OF LORD BEARING MEMBERS GABLE END 8-FOR CAPE UNITS,WIRE 15 STUBBED THROUGH INTERVALS SEE SECTION R50212 MATERIALS 9 HANORRILS SHALL BE PROVIDED ON AT LEAST ONE DOES NOT MEET THESE PERAMETERS,THE BUILDER .THAT RECEPTACLE SHALL BE GFCI PROTECTED. WALL BRACING SHALL BE IN ACCORDANCE WITH WALLS EXCEPT FOR THOSE SUPPORTING WINGED FLOOR/CFT1 G FOR BUILDER TO INSTALL SECOND OR NOT SHALL COMPLY WITH SECTION R5021ZL SIDE OF EACH STAIRWAY WITH FOUR OR MORE RISERS. SHALL BE RESPONSIBLE FOR COMPLIANCE WITH GFCI CIRCUIT PROTECTION SHALL BE PROVIDED B7 TABLE R6021ML GABLES,BALCONIES,2nd FLOOR WALL DEAD LORDS ARE FLOOR SMOKE DETECTORS) 1L 10.FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME HANDRAIL HEIGHT,MEASURED ABOVE STAIR TREAD SECTION 86132 2006 IRC),86122(2009 IRC 6 MR), BREAKER UI RECEPTACLE EXCEPTION: IN ONE AND TWD STORY BUILDINGS, NON-LORD BEARING CONTACT MANUFRCTURER TO VERIFY 3. BATHROOM CIRCUIT WIRES DROPPED FROM EACH FLOOR TO FLOOR CONSTRUCTION AND FLOOR-CEILING R53FMBLIES NOSINGS SHALL BE NOT LESS THAN 34 INCHES AND R312(2012-15 IRC), 12 SMOKE DETECTORS SHALL BE FIREX 4518 OR R EXCEED SPACING BETWEEN BRACED WALL LINES SHALL NOT BEARING STATUS OF GABLE ENO WALLS WHEN M DOUBT. BASEMENT SHALL R INTERCONNECTED BY THE BUILDER. IN ACCORDANCE WITH SECTION RSOZB(2000-06 IRC). NOT MORE THAN 30 INCHES SEE SECTION R31L78L 25,2009-15 IRC 6 MA-'HABITABLE ATTICS"SHALL BE LISTED EQUIVALENT. EXCEED 35 FEET CYN CENTER IN ORDER C ¢ WHEN CONSTRUCTION AND GARAGES, T I ELEMENTS. 4 PANEL BOXES IN CRAWL SPACE UNITS SHALL BE R302.11 2009-15 LRC 6 MR) CHIMNEY FIREBLOCKING 13 SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO 900 SF IN EACH ONE SINGLE ROOM NOT EXCEEDING INSTALLED BY THE MANUFACTURER.FOR OTHER UNITS. SHALL COMPLY WITH R19OL16(2000-05 IRC).R100319 GUARDS SHALL COMPLY WITH SECTION BE DESIGNED WITH PERMANENT STAIR FOR VERTICAL Le.PORCHES.CARPORTS,IMPOSES. ETC IS DONE IN R 10 VENTILATION OF ATTIC SPACE SHALL BE PROVIDED BY EGRESS AND A MINIMUM (ll EGRESS WINDOW A GENERAL ILLUMINATION CIRCUIT WITH NO BR E IN EACH DWELLING UNIT ALL OTHER SMANNERTRUCTURAL THAT GOES NOT IMPOSE ANY ROOI'TUNIT, THE MANUFACTURER MAY EITHER INSTALL THE PANEL 2009-15 IRC 6 MR) FIREBLOCKING SHALL BE APPLIED A COMBINATION OF EAVE AND RIDGE VENTS THE 26 2003-15 LRC&MR-BRACED WALL ANALYSIS SHALL BE INTERVENING SWITCHES AND SHALL BE INTERCONNECTED MAXIMUM. WALL LINE SPRAINS SHALL IN 25 FEET APART VERIFICATION LIVE LOADS R THE MODULAR UNIT.NO BOX.WIRE THE PANEL BOX LER ERNFATH FOR BEFORE SPACE IS COVERED OR CONCEALED MINIMUM NET FREE VENTILATION AREA SHALL BE PERFORMED ON ERCH MODEL PER SECTION R60210 IN SUCH A MANNER THAT THE ACTIVATION OF ONE MAXIMUM.EXTERIOR BRACED WALL LINES SHALL VERIFICATION OF LORD CARRYING CAPABILITIES IS INSTALLATION BY THE BUILDER OR LABEL WIRES RND IL ROOF COVERINGS SHALL COMPLY WITH SECTION R905 ALARM WILL ACTIVATE ALL ALARMS IN THE HAVER BRACED WALL PANEL LOCATED AT THE END OF SHIP PANEL BOX AND BREAKERS LOOSE FOR 12 SKYLIGHTS AND SLOPED GAZING SHALL COMPLY WITH 1/900 OF THE REO' OF THE SPACE V012-15 IID 202-15 IRC-DRIP5 IRC 6 ED1 THE BRACED WALL ENT SEE FIG HFRTH13. REQl1IRED BY THE BUILDER FOR THE ATTACHMENT OF INSTALLATION BY THE BUILDER SECTION R308.6 TUBULAR DAYLIGHT DEVICES SHALL 40IS NO VENT REO'0 AT THE RIDGE(2012-15 IRC). 27.MINIMS OF11EDGE SHALL OVERLAP 2".EXTEND A INDIVIDUAL UNIT ELEMENT TO THE MODULAR 11NIT. THEY SHALL BE LOCATED IN EACH SLEEPING ROOM, S. ADHESIVE ATTACHMENT OF WALL SHEATHING SHALL 5 WHEN PANEL BOX IS INSTALLED IN UNIT.ELECTRICAL COMPLY W/SECTION 8308.6 2012-15 IRC) 1L THIS NOTE RESERVED FOR FUTURE USE MINIMUM OF SH BELOW THE ROOF SHEATHING.EXTEND S. OPENINGS U EASTMARRIAGE WALLS GREATER THAN 6'-0" OUTSIDE OF EACH SEPRRRTE SLEEPING RRER RND ON NOT BE PERMITTED IPI SOUS C OR DO SEE 860210115 CONNECTIONS BETWEEN MODULES SHALL BE MADE IN 13 STRUCTURAL MEMBERS SUBJECT TO HOLE DRILLING. 12 INDIVIDUAL COMPONENTS SUCH NO STRUCTURAL UP THE ROOF SHEATHING 2".RND BE FASTENED WITH SHALL REQUIRE A STEEL COLUMN OR FOUNDATION NAILSEACH FLOOR LEVEL ALL SMOKE ALARMS SHALL BE 7. INTERIOR BRACED WALL LINES SHALL BE FASTENED TO JUNCTION BOXES IN THE ATTIC CAVITY NEAR THE CUTTING OR NOTCHING SHALL COMPLY WITH SECTIONS SYSTEMS. ,CLOSETS SPACES. AREAS. SPACES, ROOFSHALL TEND V 12" E ROOFING AT THE EAVE PIER UNDER EACH END IN THE FOUNDATION LISTED AND INSTALLED IN ACCORDANCE WITH THE FLOOR AND ROOF FRAMING IN ACCORDANCE WITH TABLE ACCESS UPNEZ OR C THE BASEMENT MANUFACTURER R5028.R602.6.R602M,R802.7. KITCHENS, CLOSETS.UTILITY AREAS.BATHS. SHALL EXTEND OVER THE DRIP EDGE(G THE Eq IN FIND SHALL_FLOOR PLANS PROVIDED FOR PERMIT SETS KITCHENS.GARAGES, CARPORTS, ETC.MAY BE UNDER THE DFL'EDGE H THE RAKE(GABLE) SHINGLES PROVISIONS OF THE CODE AND NFPR 72 RED?10 SHALL SHOW LOCATION OF EMIR SUPPORTS SHALL SUPPLY JUNCTION BOX FIND WIRE SEE FIGURES 85028, R6023(I, Rfi023(21, INTEGRATED WITH ANY FLOOR PLAN.THEY MAY BE MAY BE CUT FLUSH WITH THE DRIP EDGE UNLESS SEE ELECTRICAL FIELD NOTE a2 JOISTS PARALLEL TO �P LOP PLATE SHALL BE fi SHL'LOOSE APPLIANCES AND OR EQUIPMENT SHALL 6 WHEN PANEL BOX IS NOT LOCATED ON UI DIRECTLY R602BID,R602.6(2J SPACED TO THE TOP PLATE WITH MIN.Bd NAILS ADJACENT S AN EXTERIOR WALL A BUILDING,R 14.THE MANUFACTURER MAY SUBSTITUTE FOR THE JOIST ROTATED 90 AND/OR REVERSED IN ANY DIRECTION. OTHERWISE SPECIFIED BY THE SHINGLE MANUFACTURER 14.CARBON MONOXIDE DETECTORS SHALL BE PROVIDED AND TOP A MAXIMUM OF 6"OC IN INSTILLED PER THE PRODUCT MANUFACTURERS GUSTO SERVICE DISCONNECTING MEANS SHALL BE INSTILLED AT HANGERS SHOWN IN THE TYPICAL CRO55 SECTION IN PART OR 1N THEIR ENTIRETY.APPLICABLE INSTALLED IN ACCORDANCE WITH SECTION 8315. INSTRUCTIONS BY THE BUILDER OR METAL_CUSTOMER STRUCTURAL SYSTEM DRAWINGS SHALL BE CRO55 TOP ELITE LAPS SHALL BE FACE NAILED WITH MIN. 7. HANDRAILS SHILL BE SUPPLIED AND A&TALLED BY THE R READILY ACCESSIBLE LOCATION EITHER OUTSIDE OF ORRWINGS,R 2z2 NOMINAL W000 LEDGER STRIP. DETECTORS SHALL BE LISTED RND fABELED RS EIGHT (B1 l6d NAILS ETCH SIDE OF THE SPLICE THE BUILDING OR INSIDE NEAREST THE POINT OF 15 SINGLE FAMILY OWNER OCCUPIED DWELLING UNITS PRE REFERENCED ON ILL FLOOR PLAN DRAWINGS. COMPLYING WITH UL 2034 SEE 8602112. BUILDER BEFORE UNIT IS HABITABLE. ENTRANCE OF THE SERVICE CONDUCTORS ON SITE BY 13 FORM PLASTIC IF USED,SHALL BE IN COMPLIANCE IS ENCLOSED INCANDESCENT CEILING LIGHTS IN R CLOSET 8 OPENINGS IN THE FLOOR OR ROOF/CEILING SHALL HRNORRILS SHALL BE FIELD INSTALLED EXEMPT FROM THE FOLLOWING CODE REQUIREMENTS: WITH SECTION R316. B. THE BUILDER SHILL BE RESPONSIBLE FOR COMPLYING THE BUILDER 14 THIS NOTE RESERVED FOR FUTURE USE SHALL HAVE 12"MINIMUM SURFACE O CLEARANCE FROM NET EXCEED TWELVE 021 FEET OR SO%OF THE SERVICE DISCONNECTING MEANS SHILL NOT BE 830310-REQUIRED HEATING WITH SECTION 8330. APPLICABLE TO BASEMENTS 83061-TOILET FACILITIES 15 BASEMENTS WITH HABITABLE SPACE AND EVERY COMBUSTIBLE OR SURFACE MOUNTED LEAST FLOOR OR ROOF/CEILING DIMENSION REQUIRING EMERGENCY AND RESCUE OPENINGS T INSTALLED LV HAVING J R3062-KITCHEN FACILITIES SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENRBLE FLUORESCENT OR RECESSED ENCLOSED AVE S"MINIMI SEE OO 00,W (41 9. FOUNDATION PLANS ARE FOR DIMENSIONAL AND METHOD THE AUTHORITY HAVING JURISDICTION SHALL DETERMINE EXEMPTIONS SHALL BE SUBJECT TO APPROVAL BY EMERGENCY ESCAPE AND RESCUE OPENING WITH A SILL COLING LIGHTS INR CLOSET SHALL HAVE 6'MINIMUM 9 IN SDC D0.WRIER HEATERS SHELL BE ANCHORED OR OF CENTER GIRDER SUPPORT ONLY FINAL DRAWINGS THE OISTRNCE INSIDE THE BUILDING THE SERVICE THE AUTHORITY HAVING JURISDICTION HEIGHT OF NDT MORE THAN 44 INCHES ABOVE THE HORIZONTAL CLEARANCE FROM COMBUSTIBLE MATERIAL STRAPPED STRAPPING SHALL BE AT POINTS WITHIN FOR SITE WORK REQUIRED IN CONNECTION WITH ENTRANCE CONDUCTORS SHALL BE ALLOWED TO TRAVEL 16 CONNECTORS SHALL BE INSTALL-ED CAPABLE FLOOR.R MINIMUM NET CLEAR OPENING PIREFl OF 16 3 WRY AND 4 WRY SWITCHES SHALL BE SO WIRED THAT THE UPPER AND LOWER 1/3 OF THE APPLIANCE'S SET-UP/INSTALLATION OF THE UNIT SHALL BE DONE TO THE MAIN DI5CCONNECTING MEANS. 1 OF RESISTING UPLIFT FORCES SPECIFIED 57 SQUARE FEET. A MINIMUM NET CLEAR OPENING ALL SWITCHING IS DONE ONLY IN THE UNGROUNDED SHAL VERTICAL DIMENSIONS BY A P E OR RA BASED ON LOCAL SOIL CONDITIONS 7 ELECTRIC SERVICE SHALL BE GROUNDED ON SITE_BY' ON THE TRUSS DRAWINGS FOR THE ROOF HEIGHT OF 24 INCHES AND A MINIMUM NET CLEAR CONDUCTOR SWITCHES OR CIRCUIT BREAKERS SHALL NOT AT THE LONER POINT.THE STRAPPING SHALL MAINTAIN 10.ALL WORK DONE ON SITE SHALL BE APPROVED BY THE THE BUILDER IN ACCORDANCE WITH GOVERNING CODES TRUSS TO WALL CONNECTION OPENING WIDTH OF 20 INCHES DISCONNECT THE GROUNDED CONDUCTOR OF R CIRCUIT. A MIN.DISTANCE OF 4"ABOVE THE CONTROLS AUTHORITY HAVING JURISDICTION. 8 AFTER THE HOME IS SET ON THE FOUNDATION RNO',,THE CONNECTORS SHALL BE INSTALLED IN ACCORDANCE REQUIRED WINDOW WELLS SHALL COMPLY WITH 17 OUTLET BOXES IN FIRE RATED ASSEMBLIES SHALL BE SEE 1113072 IL 2012-15 IRC-UNDERSIDE OF FIRST FLOOR-FLOOR ELECTRICAL SYSTEM IS COMPLETED BY OTHERS IN' WITH THE MANUFACTURER'S SPECIFICATIONS SECTIONS 831023 PASS 6 SEYMOUR TYPE P118RN OR A LISTED ASSEMBLY SHALL BE PROTECTED WITH 1/2"GYP.OR 5/8" ACCORDANCE WITH THE GOVERNING CODES,A COMPLETE 17.SINGLE FAMILY UNITS NOT SUPPLIED WITH ELECTRICAL 16 EACH DWELLING UNIT SHALL CONTAIN MT LEAST ONE EQUIVALENT WOOD 57RUCTURRL PANEL SEE SECTION RSOL3 2012) OPERATIONAL CHECK SHRLL BE PERFORMED THOS"CHECK POWER(E340L211 REQUIRE WINDOWS or DOORS MEETINGHABITABLE SPACE WITH 70 50.FT MINIMUM GROSS OUTLET BOXES ON OPPOSITE SIDES OF FIRE RATED SEISMIC DESIGN FIELD NOTES R302-13 20151 FOR EXCEPTIONS SHALL BE THE RESPONSIBILITY OF THE BUILDER:.._ NATURAL LIGHT 6 VENT REQUIREMENTS FOR THE AREA. EXCEPTION R55EMPIg5 SHALL COPLY WITH R303.42. 9 COMPLETED ELECTRICAL SYSTEMS SHALL BE INSPECTED FLOOR R FOLLOWING AREAS: HABITABLE ROOMS(R303.11, OTHER HABITABLE ROOMS EXCEPT KITCHENS SHALL EXCEPTION 2 L MASONRY COSTRUCTION IN SDC 00 SHALL COMPLY AND TESTED IN CONFORMANCE-WITH NFPR-70. ` BATHROOMS(R3033) 6 STAIRWAYS(R3037&B) 18 WHEN CIRCUITS WILL NOT FIT IN A SINGLE PANEL BOX. WITH SECTION 860612. HAVE FLOOR AREA OF NOT LESS THAN 70 SO.FT. BUT-DINGS WITH ABOVE GARDE CONCRETE WALLS SHALL HEAT NOTES TESTING AND INSPECTION SHALL BE PERFORMED BY AN IS.2012-15 IRC-END-JOINTED LUMBER USED IN FIRE HRBITABLE ROOMS EXCEPT KITCHENS SHALL NOT BE 15US-FEED SHALL BE INSTRIIED SEE DRAWING 6a. APPROVED ELECMCRL UNDERWRITER'S AGENCY. LESS THAN 7 FEET IN ANY HORIZONTAL DIRECTION COMPLY WITH SECTION REDS.REDS,OR DESIGNED IN RESISTANT FLOOR.WALL S ROOF/NLG ASSEMBLIES 19 SEE DWG 3a FOR ADDITIONAL 6 2008 NEC EIEC NOTES. CTO IN THE FA RY,I SHALL HAVE THE"HRR'DESIGNATION IN ITS GRADE SEE SECT R304.4 FOR HEIGHT EFFECT ON ROOM AREA. 20.SMOKE ALARMS FIND DETECTORS INSTALLED WITHIN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE L SEE LUESDRAWINGOF 3.FOR ENERGY SUMMARY AND NOTES AND 10 WHEN AREAS RRE PROVIDED MARK. A 20 FOOT HORIZONTAL PATH OF R COOKING SEE R30L224 U VALUES OF WINDOWS AND DOORS. WASHERS,DRYERS,WATER HEATERS MAY BE 19.2012-15 IRC-SINGLE MEMBER EXT WALL HERDERS APPLIANCE SHALL BE EQUIPPED WITH AN ALARM 2 CONCRETE FOOTINGS IN SDC 00 SHALL HAVE MIN. 2 ALL WINDOWS AND DOORS SHALL BE WERTHERSTRIPPED. INSTALLED BY THE MANUFACTURER SHALL HAVE R PLATE MATCHING THE THICKNESS OF SILENCING MEANS OR BE OF THE PHOTO-ELECTRIC TYPE REINFORCEMENT AS REOUIRED IN SECTION R40313. 3 CONNECTED ELECTRIC BASEBOARD HEAT LORD SHALL NOT WHEN AREAS OR APPLIANCES FIRE NOT PROVIDED.,;. 2L SMOKE ALARMS AND DETECTORS SHALL NOT BE 3 FOUNDATION WALLS IN SOC DO WITH A MAX WALL EXCEED BOX OF RATED CAPACITY.1'-0"OF BR5EBORRD APPLIANCES SHALL BE PROVIDED BY THE BUILDE[�t, THE WALL DIRECTLY ABOVE AND BELOW THE HEADER 20.MUNCY HOMES,INC.SHALL NOT BULL)SUNROOMS, INSTALLED WITHIN A 3 FOOT HORIZONTAL PATH FROM HEIGHT OF 8 FEET AND MAX UNBALANCED BACKFILL IS RATED AT 250 WATTS.240Y MANUFACTURER OR RETAIL CUSTOMER AND •`_ GUESTROOMS,MRZZRNINE9 OR APPLY PV SYSTEMS PER A DOOR TO A KITCHEN OR BATHROOM CONTAINING HEIGHT OF 4 FEET SHALL COMPLY WITH THE 4 ELECTRIC BASEBOARD UMNE ON SITE SHALL BE APPROVED BY TS SHALL BE INSTALLED TO INSTALLED ON SITE THE APPROPRIATE SECTIONS WITHIN THE 2015 IRC. A SHOWER OR R TUB. REQUIREMENTS OF TABLE 8404.-UW AND SHALL HAVE MANUFACTURER'S INSTRUCTIONS.LABELING OF UNITS 11 ALL WORK DO ., 22 SMOKE ALARMS AND DETECTORS SHALL NOT BE ONE NO 4 HORIZONTAL BAR LOCATED IN THE UPPER SHALL COMPLY WITH 1113031(4). THE AUTHORITY HAVING JURISDICTION. 12 INSTALLED WITHIN A 3 FOOT HORIZONTAL PATH FROM L2 INCHES OF THE WALL S. 1'-O"OF HYORONIC BASEBOARD HEAT=550 BTUH AT ON-SITE DECK/PORCH/STOOP SHALL EXTEND UNDER:EXT PLUMBING NOTES THE TIP OF THE BLADE OF A CETT 0 SUSPENDED R 11011iTHICKNESS OF 75 INCHES IS REQUIRED FOR 1807=RT L GALLON PER MINUTE GFCI RECENT AS SHOWN SO THE RECENT MAY BE. (PADDLE)PAN PLAIN CONCRETE FOUNDATION WALLS EXCEPT THAT R 6, FOR HYDRONIC BASEBOARD HEAT SYSTEM.MANUFACTURER ACCESSIBLE FROM THE DECK/PORCH/STOOP. 23 INTERIOR STAIRWAYS HAVING 6 OR MORE RISERS SHALL MIN.THICKNESS OF 6 INCHES SHALL BE PERMITTED SUPPLIES HEAT UMTS CONSISTING OF: 13 REVD FRONT AND RERR DCT GFCI RECEPT SHALL BE L DWV LINES SHALL BE 885 SCHEDULE 40 COMPLYING 7 HORIZONTAL DRAIN LINES 2 1/2" OR LESS SHALL 22 L3 CEMENT.FERCEMENT,OR GLASS MATT GYP BD RECIEVE R WALL SWITCH AT ER FLOOR LEVEL TO FOR PLAIN CONCRETE FOUNDATION WALLS WITH A MAX COVER,ELEMENTS,CAPS,3/4"TYPE M COPPER STUBBED ACCESSIBLE FROM GRADE ADDITIONAL BE PR- S WITH ASTM D 2661 OR PVC SCHEDULE 40 COMPLYING SLOPE A MINIMUM OF 1/4"PER FOOT. COMPLI NG WITH ASTM C12BB,C1235,OR C1178 SHALL BE CONTROL THE LIGHTING OUTLET HEIGHT OF 4 FEET,5 INCHES THROUGH THE FLOOR BUILDER IS RESPONSIBLE FOR THE ACCESSIBLE" EXT GFCI RECEPTS SHALL BE PROVIDED WITH)STM 0 2665 OR COPPER DWV COMPLYING WITH HORIZONTAL DRAIN LINES 3"TO 6"SHALL SLOPE USED AS BACKER FOR WALL TILE LJ TUB/SHOWER RRERS24 MORE THAN 2 NMB CABLES PISSING THRU R FIREBLOC PLAIN MASONRY FOUNDATION WALLS SHALL BE R MIN. BOILER FIND ALL MATERIALS TO COMPLETE THE SYSTEM. RND INSTALLED BY OTHERS(BELOW THE MODULES)AT RSTM B 306 A MINIMUM OF 1/8"PER FOOT (R702.42) WATER RESISTANT(GREENBORRD) GYPBD SHALL HOLE MUST BE DERATED PER NEC TABLE E36053 OF 8 INCHES THICK SEE R4041.4 7 COPPER WATER PIPE.TYPES K AND M SHALL COMPLY THE FRONT AND REAR OF THE HOUSE SHOULD THE PLASTIC PIPE COMM MAXIMUM HORIZONTAL SUPPORT 8 FITTINGS FOR CHANGE IN DIRECTION OF DRAINAGE CONFORM WITH RSTM 1396,C1178 OR C12M 027023.7) 25.IFCI PROTECTION: SEE ELEC NOTES 7 6 8 OF Pg 3e. 4. FOUNDATION WALLS IN SOC DO WITH R WALL HEIGHT WITH ASTM B 88(MECHRMCRL SYSTEMS ONLY). RECEPTS SHOWN NOT BE ACCESSIBLE FROM GRADE SPACING-4'-O'. PIPING SHALL COMPLY WITH TABLE 30051 23 THE DISCHARGE WATER TEMP.FROM R BIDET FITTING EXCEEDING 8 FEET AND UNBALANCED BRCKFILL HEIGHT B. - - -> - INDICATES PIPING BELOW FLOOR BY THE MAXIMUM VERTICAL SUPPORT SPACING-EACH STORY 9 MAXIMUM LENGTH FROM WASTE OUTLETS TO TRAP SHALL BE LIMITED TE A MAXIMUM TEMP OF 110'F BY EXCEEDING 4 FEET SHALL COMPLY WITH THE BUILDER ARROW INDICATES DIRECTION OF FLOW HEIGHT AND PIPING SHALL HAVE R MIDSTORY GUIDE WEIR SHALL BE 24". R WATER TEMP LIMITING DEVICE THAT ELECTRICAL SYMBOLS REQUIREMENTS OF TABLE R404.110,R404.110, COPPER PIPE MAXIMUM HORIZONTAL SUPPORT 10.AS AN ALTERNATIVE TO VENTS THROUGH THE ROOF, CONFORMS TO RSSE 1070. FOR FACTURE 5HALL RRE)HEAT LAYOUT. SPACING-6'-0" MIR PDMITTRNCE VALVES COMPLYING WITH RSSE 1051 24 WHERE MRNUFRCTURER's INSTRUCTIONS PRE NOT 84041.1(4)AND SHALL HAVE TWO NO 4 HORIZONTAL W MANUFACTURER SHALL PROVIDE A FARMED CHASE UPON HEAT FIELD NOTES MAXIMUM VERTICAL SUPPORT SPACING-EACH STORY SHALL BE PERMITTED FOR R SINGLE FIXTURE OR FOR AVAILABLE,A 12'X12"RCCE55 SHALL BE PROVIDED TO BARS LOCATED IN THE UPPER 12 INCHES OF THE WALL REQUEST TO ALLOW FOR HE BU)DR DUCTS TO BE L IF HABITABLE ROOMS ARE TO BE INSTALLED ON SITE HEIGHT BUT SHALL NOT EXCEED 10'-0" MULTIPLE FIXTURE TRAPS SEE SECTION P3114. WHIRLPOOL CIRCULATION PUMP LESS THAN 24"FROM DUPLEX RECENT 5 SINGLE SWITCH SEE 840414. DETINSR MIN ON SITE B THE BUILDER.SIZE TO BE IN NAGE IIS BY BUILDER AND R COMBUSTIBLE FUEL 2 WATER SUPPLY LINES SHALL BE TYPE L COPPER 11 HORIZONTAL VENT PIPES SHALL BE LOCATED A THE ACCESS OPENING THE ACCESS MUST BE 18"X18" 5 ADDITION T AND WALL ANCHORAGE O IN SDC E)0.IN DETERMINED BY THE BALDER FURNACE IS SPECIFIED.q FURNACE ROOM SHALL BE COMPLYING WITH A57M B 88 MINIMUM OF 6'ABOVE THE FLOOD LEVEL RIM OF FOR CIRCULATION PUMPS GREATER THAN 24"FROM GFI RECENT THREE WAY SWITCH ADDITION TO THE REQUIREMENTS MOR OF 840316. 10.FLEXIBLE DUCT CONNECTORS SHALL BE LIMITED TO 14 BUILDER HA AND R VENT TO EXTERIOR PROVIDED. COPPER LINES MAXIMUM HORIZONTAL SUPPORT THE HIGHEST FIXTURE SERVED THE ACCESS OPENING P27201 Or'(,,,Wr ANCHOR BOLTS SPACED NOT MORE THAN 6 FEET 0 C FEET LJ L[NGTH.FLEXIBLE DUCT LENGTH IS UNLIMITED BUILDER SHALL COMPLY WITH APPLICABLE CODES FOR SPACING-6'-0" 1Z SHOWERS SHALL COMPLY WITH SECTION P2708. 25 WET-VENTING PER P3108 4Y WATERPROOF RECEPT THERMOSTAT SHALL BE LOCATED WITHIN 12 INCHES FROM THE ENDS 11.MANUFACTURER HAS OPTION OF OMITTING THE HEATING ANY ADDITIONAL REQUIREMENTS OF EACH PLATE SECTION AT INTERIOR BEARING WALLS. SYSTEM FOR ON SITE INSTALLATION BY THE BUILDER 2 RLL WCRK DONE ON SITE SHALL BE APPROVED BY THE MAXIMUM VERTICAL SUPPORT SPACING-EACH LAVATORIES SHALL COMPLY WITH SECTION P2711. 26 SHOWER COMPARTMENTS CAN HAVE R MINIMUM FINISHED (F 220 RECEPT - PANEL BOX INTERIOR BRACED WALL LINES MND AT RLL EXTERIOR AUTHORITY HAVING JURISDICTION. STORY HEIGHT BUT NOT TO EXCEED 1E-0" WATER CLOSETS SHALL COMPLY WITH SECTION P2712. INTERIOR DIMENSION OF 25"PROVIDED THE SHOWER WAILS 2 2009-15 IRC-WHERE R CLOTHES DRYER SPACE IS 3 A IS NECESSARYHAVING TO INSULATE THE BASEMENT WALLS CPVC COMPLYING WITH R5TM D 2846 MAY BE BATHTUBS SHALL COMPLY WITH SECTION 2713. COMPARTMENTS CRO55 SECTIONAL AREA IS AT LEAST PLATE WASHERS,A MIN OF 0229'x3'x3"SHALL BE PROVIDED,R DRYER EXHAUST SHALL BE INSTRI IED USED AS AN ALTERNATE MATERIAL 13.BATHTUB AND SHOWER FLOORS AND WALLS ABOVE 1300 SQUARE INCHES A SHOWER COMPARTMENT EGRESS - LIGHT USED ON EACH BOLT BETWEEN THE FOUNDATION SILL IF NOT INSTALLED BY THE MANUFACTURER.IT MUST TO ENSURE COMPLIANCE WITH THE FORCED RIR DUCT R-VRCPVC LINES MAXIMUM HORIZONTAL SUPPORT BATHTUBS WITH INSTALLED SHOWER HERDS AND IN OPENING SHALL BE A MINIMUM CLEAR AND PLATE AND THE NUT. BE INSTALLED BY THE BUILDER THAT E REQUIREMENTS IN UNCONDITIONED SPACES SPACING-T-D" SHOWER COMPARTMENTS SHALL BE FINISHED WITH R UNOBSTRUCTED FINI51-ED WIDTH OF 22 INCHES. ®RANGE HOOD VENTED TO EXT. 4 FEET O C MAX ANCHOR BOLT SPACING FOR BUILDINGS 3.2009-12 IRC-WHERE A CONCEALED DRYER DUCT IS THAT HIRE NOT INSULATED,THE FORCED RIR DUCT _____ ___�_ ____ __ _MAXIMUM VERTICAL SUPPORT SPACING-EACH __ NONABSORBENT SURFACE SUCH WALL SURFACES SHALL 27 (NJ.05-15 IRC 6 MR)THE HOT WATER TO BATHTUBS -OVFJ2 2-STORIES IIN HEIGHT.- ----- ----- .INSTFILLED,THE LENGTH OF DUCT SHALL BE _ MUST BE COVERED WITH SUFFICIENT INSULATION TO -STORY HEIGHT AND PIPING SHALL HAVE A-- -EXTEND TO A HEIGHT-OF-NOT LESS THAN T-0"ABOVE--OR WHIRLPOOL TUBS SHALL BE LIMITED TO R MAXIMUM =®-FAN LIGHT.VENTED TO EXT.----`-`-----__ -SEE 8403151 AND R6021LL -PERMANENTLY IDENTIFIED WITHIN 77'OF THE DUCT- -ATTAIN A FORCED RIR DUCT INSULATION VALUE AS --- MIDSTORY GUIDE THE FINISHED FLOOR. TEMPERATURE OF 120-F BY A WATER TEMPERATURE SMOKE DETECTOR ❑ JUNCTION BOX E ALL WORK DONE ON SITE SHALL BE APPROVED BY THE CONVECTION. 2015 IRC SIGNAGE REVD WHEN>35 RUN REQUIRED BY THE APPLICABLE ENERGY CODE CR055-LINKED POLYETHYLENE IPO()COMPLYING 14 SHOWERS,TUB/SHOWER FIND WHIRLPOOL/SHOWER LIMITING DEVICE THAT CONFORMS TO FISSE 1070 n�c AUTHORITY HAVING JURISDICTION 4.2009-12 IRC-DRYER DUCTS INSTALLED WITHIN 1-1/4" S DEPARTMENTOFSTATE L WITH RSTM F 877 MAY BE USED AS AN COMBINATIONS SHALL BE EQUIPPED WITH CONTROL EXCEPT WHERE SUCH PROTECTION IS PROVIDED BY OF THE FRAMING EDGE SHALL BE PROTECTED WITH R ALTERNATE MATERIAL VALVES OF THE PRESSURE BALANCE, R COMBINATION TUB/SHOWER VALVE A 5MOKE/CO DETECTOR -HYDRONIC SASEBO METAL SHIELD 2"ABOVE THE SOLE PLATE FIND 2" DIVISION OF BUILDING STANDARDS AND CODES CRO55-LINKED POLYETHYLENE(PEX)LINES MAXIMUM THERMOSTATIC MIXING OR COMBINATION 28 2009-I5 IRC-WATER SUPPLY RISER FROM SHOWER -ELECT BRSEBD STRIP OUTLETS PLUMBING FIELD NOTES BELOW THE TOP PLATE ALBANY,NY 17231-0001 HORIZONTAL SUPPORT SPACING-2'-8" PRE55URE BMLRNCE/THERM05TRTIC MIXING VALVE VALVE TO HERD OUTLET SHALL BE SECURED USING 5.2009-I5 IRC-MICROWAVES INSTRI I ABOVE COOKING Stamp ofAppmva)for a System,Model or Component MAXIMUM VERTICAL SUPPORT SPACING-EACH TYPES WITH HIGH LIMIT STOPS COMPLYING WITH DEVICES DESIGNED FOR USE WITH THE SPECIFIC PIPING CES SHALL CONFORM TO UL 923 111387 2017-123 10/20/2017 STORY HEIGHT BUT NOT TO EXCEED 30' "AND RSSRN5I 1016. MATERIALS OR FITTINGS ANCHORED WITH SCREWS 36.MAX FLOW RATES FOR FIXTURES OR FIXTURE FITTINGS: DISHWASHER 6 ICE-MRKER-BOX WATER HAMMER FAUCET-22 qpm a 60 psi ARRESTOR COMPLYING WITH FISSE 1010 6 RETURN RIR OPENING PLACEMENT RESTRICTIONS PER -0FJIACET MIDSTORY GUIDE THE HIGH LIMIT 5TOP5 SHALL BE SET 29.2009-15 IRC-EACH FIXTURE ORRIN SHALL CONNECT SHOWER HERO-25 m a BO sl IRC SECTIONS 1116022 6 024425 2009-2015 IRC) ManuFadumis No Appliadon No Date ofAppmval 9P P FOR 2009-15 IRC STATES. WATER HAMMER ARRESTORS WATER DISTRIBUTION PIPING SHALL CONFORM TO TO LIMIT WATER TEMPERATURE TO R MAXIMUM 120'F INDEPENDENTLY TO THE HORIZONTAL WET VENT. SINK FAUCET-22 gpm a 60 I 7IDENT5 IRC-ALL PIPING AND TUBING SHALL BEAR THE NOTICE TNsappmvatae fabne errand aimemnporen6 atha wry manorymawtadwm MNSI/NSF 51 AND STANDARDS LISTED ABOVE 15 BATHTUBS INCLUDING GARDEN,WHIRLPOOL AND HOT 30.2015 IRC-DOMESTIC HOT WATER SUPPLY PIPING p ARE ONLY NECESSARY AT ICE-MAKER-BOX AND IDENTIFICATION TIC PIPE, RER bis appMadshallnott amlabn z(adandessfinan aponMtory�nWa ns,anoessfe ofM1y 3. PIPING.FIXTURES,MATERIALS AND DEVICES TUBS SHALL HAVE OUTLETS AND OVERFLOWS AT LEAST SHALL BE INSULATED TO R MINIMUM OF R-3 UNDER WATER CLOSET-L6 gel PER FLUSHING CYCLE DISHWASHER LOCATIONS IF REQUIRED BY THE 8.2012 IRC-PLASTIC PIPE,FITTINGS FWO COMPONENTS This approval shall nalreMethe manuteminzhom mspondNLrytardedallanx omm UTILIZED IN R PLUMBING SYSTEM SHALL COMPLY 1.5 INCHES IN DIAMETER,AND THE WA57E OUTLET THE FOLLOW CONDITIONS(PRESCRIPTIVE): MANUFACTURER'S INSTRUCTIONS. SHALL BE 3rd PARTY CERTIFIED MS CNFRMNG TO N5F14. drodadonto.Neappmveddooemenb WITH SECTION P2609 SHALL BE EQUIPPED WITH AN APPROVED STOPPER -PIPING 3/4"RND LARGER 2 BUILDER RESPONSIBLE FOR SUPPLYING AND 9.2012-15 IRC-ALL PIPING,TUBING AND FITTINGS SHALL Aaallere6ledvodmesl mdfurappmvalbyNelodOude Enfbc enlORMaI 4 SOLDER AND FLUX USED FOR COPPER PIPE SHALL HAVE 1E.JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE -PIPING SERVING MORE THAN ONE DWELLING UNIT. INSTALLING BIRTH FIXTURE FIRE BLOCKING EITHER BE TESTED OR CERTIFIED BY AN APPROVED t° r A CHEMICAL COMPOSITION EOURL TO OR LESS THAN WATERPROOF AT FLOORS,WALLS AND COUNTERTOPS -PIPING FROM WATER HERTER TO R DISTRIBUTION 3 FIELD INSTRII FD PIPING BETWEEN SECOND 6 FIRST TFIRO-PRRTY TESTING AGENCY. +.:"�' = By L'y4bi-* 02 PERCENT LERD,THE SOLDER SHALL COMPLY WITH 17.COPPER AND PLASTIC PIPE SHALL BE PROTECTED MANIFOLD. FLOORS,BATHROOM TILE 6 FREEZE PROTECTION ON 0.2012-15 IRC-ELEC BR5MORRO HEATERS MUST BE LISTED Aohrk Addado,PE,AdIng Dhedor Daryl Andmades,RA R5TM B32.THE FLUX SHALL COMPLY WITH RSTM 6813 WHEN LESS THAN 1 1/4"FROM NEAREST EDGE OF WOOD 3L 2012-15 IRC-WRSTE WATER FROM BATHTUBS,SHOWERS, CRAWL SPACE PIPING PLUS ALL WORK DONE ON SITE FIND LABELED PER(1L 1042 S. JOINTS BETWEEN DIFFERENT GRADES OF PLASTIC PIPE MEMBER PROTECTIVE SHIELD PLATES SHALL BE A MIN LRV's,CLOTHES WASHERS,AND LAUNDRY TRAYS MAY BE I f.,011ALy SHALL BE APPROVED BY THE AUTHORITY HAVING L 2012-15 IRC-WHOLE HOUSE MECHANICAL VENTILATION AND OTHER PIPING MATERIAL SHALL BE MADE WITH AN OF 0062"THICK STEEL AND SHRLL COVER THE AREA DISCHARGED TO PN APPROVED GRAY WATER SYSTEM V S . JURISDICTION PIPING SHALL BE FIELD TESTED SYSTEM REDURIED PER M1507 MRS TER SERIES APPROVED ADAPTER FITTING OF THE PIPE WHERE THE MEMBER IS NOTCHED OR DESIGNED PER SECTION P3009 *4 p BEFORE CONCEALMENT. 2OUTDOOR INTAKE OPENINGS WITHIN BY OF A E. FOR ABS PIPE AND FITTINGS.R SOLVENT CEMENT BORED AND SHALL EXTEND A MINIMUM OF 7'ABOVE 32 2012-15 IRC-PIPE FITTINGS,TRRPS.FIXTURES CONTAMINATION SOURCE ARE TO BE 2'BELOW THE IN ACCORDANCE WITH S THAT COMPLIES WITH RSTM D 2235 SHALL BE APPLIED SOLE PLATES AND BELOW TOP PLATES.SEE P260321 UTILIZED IN R PLUMBING SYSTEM SHALL BEAR THE ID K t 4 ROUGH AND FINISHED DWV SYSTEMS SHALL BE TESTED x IECTIONS P250351 AND CONTAMINATION SOURCE(2003-09 IRC-MR),3'BELOW ALL MODELS TO ALL JOINT SURFACES SEE SECTION P2906.91L 18.CONCERLED PIPING IN UNHEATED AREAS INCLUDING OF THE MANUFACTURER,REFERENCED STANDARD AND P250352 FOR 2012-15 IRC. FOR CPVC PIPE AND FITTINGS.R SOLVENT CEMENT OUTSIDE WALLS SHALL BE PROTECTED AGAINST 3rd PARTY INSPECTION AGENCY ,y 5 ROUGH AND FINISHED WATER SUPPLY SYSTEMS SHALL 3 2012-15 IRC-RIR EXHAUST OPENINGS SHALL TERMINATE COMPLIES WITH RSTM F 493 SHALL BE APPLIED FREEZING PIPING SHALL NOT BE LOCATED IN 33 VENT SHALL TERMINATE 2'ABOVE OPENINGS WITHIN 10' x,o:Q7§T�t�. BE TESTED IN ACCORDANCE WITH SECTION P25037. SCHEDULES NOTES TO ALL JOINT SURFACES THE JOINT SHALL BE MADE UNHEATED SPACES WHEN POSSIBLE. (2003-2009 IRC-MR).3'ABOVE OPENINGS WITHIN 10'FOR INSPECTION&TESTING OF SRCKFLOW PREVENTION 3' N MORE FROM PROPERTY LINES.3'FROM OPENINGS �IS'Cs'S1 (WINDOWS.DOORS.ETC)INTO THE BUILDING,AND 10' WHILE THE CEMENT 15 WET,AND IN ACCORDANCE WITH 19 CONCEALED PLUMBING SHALL BE TESTED IN PLANT 2012-15 IRC DEVICES SHALL COMPLY WITH SECTIONS P2503.81 FROM MECHANICAL AIR INTAKES UNLESS THE EXHAUST MUNCY HOMES, INC. RSTM D 2846 OR RSTM F 491 SEE SECTION P29OR 9I7 NO PLUMBING SHALL BE CONCEALED BEFORE TESTING. 34 2003-12 IRC-LAUNDRY TUB MIN.1-1/4"ORRIN 1-1/2" AND P250382 OPENING IS 3'ABOVE THE RIR INTAKE. FOR PVC PIPE AND FITTINGS.R PRIMER THAT TEST GAUGES 5HRLL COMPLY WITH SECTION P25039. LAUNDRY TUB MN ORRIN-2015 IRC.MR,NY.NJ&ME J9112076 ALL WORK DONE ON SITE SHALL BE APPROVED BY 42015 IRC:CONDENSATE DRAINS TO BE INSTL'D TO ALLOW 1567 PR ROUTE 442 COMPLIES WITH RSTM F 656 SHALL BE APPLIED 20.IN-PLRNT PLUMBING SHALL BE LABELED AND 35.PIPE.PIPE FITTINGS.JOINTS,VALVES.FAUCETS& THE AUTHORITY HAVING JURISDICTION MAINTENANCE OF THE ORRIN W/O CUTTING THE DRAIN TO ALL PVC SOLVENT CEMENTED JOINTS PROTECTED DURING TRANSPORTATION, 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 COOKING SHALL COMPLY WITH NSF 372&CONTAIN A MANUFACTURER'S INSTRUCTIONS NOT AVAILABLE RSTM D 2564 SHALL BE APPLIED TO ALL JOINT 21 SEE DRAWING fib FOR ADDITIONAL PLUMBING NOTES. WEIGHTED AVERAGE LEM CONTENT OF<or=0.25% SURFACES SEE SECTION P29069.L4 (P29062.L 2015 IRC). DRN BY DATE SCALE REV. HT NO FOR CROSS LINKED POLYETHYLENE(ADO PIPE AND FITTINGS.JOINTS BETWEEN TUBING OR FITTINGS OR SHALL COMPLY WITH SECTIONS P29O6915. 03\ITBASE NAME MJL 3-22-91 NONE 8-18-2017 3b 36_n O6 FLOOR JOIST SUMMARY FLOOR JOIST SUMMARY ROOF SHEATHING SCHEDULE) • WALL SHEATHING SCHEDULE-- FLOOR SHEATHING SCHEDULE: + ROOF pEDU�p D C SPACBLE�MAXIMUM NOTES LORD L EQUAL OR BETTER MATERIAL MAY BE SUBSTITUTED. 3/8"PLYWOOD SHEATHING 3/8"PLYWOOD SHEATHING 19/32'TdG PLYWD.STURD-I-FLOOR OR EDURL SHEATHING SPAN' 2 MANUFACTURER HAS OPTION OF DECREASING THE UNIT JOIST SIZE,SPECIES AND GRADE OF FLOOR JOIST NOTE e2 6 3) UM'f JOIST SIZE,SPECIES AND GRADE OF FLOOR JOIST-SEE NOTE e2 6 3 7/16" 7/16" 5/8' THICKNESS RFlTIING 24" 192" 16° ELEMENT O.C.SPACING. WIDTH SPRCING WIDTH SRRCING �" e • L/r ° 23/32" 3. ETID JOINTED LUMBER MAY BE USED INTIRCiRNGEASLY 40 PSF LIVE LORD Rn PSF i i 3/8°OB.SFiFATFiaJG• 3/8"OB SIERT}6NG" 19/32"TdG O.B."STURD-I-FLOOR OR EOURL 7/16° 24/16 40 P5F 65 PSF 100 PSF WITH SOLID SAWN MEMBERS OF THE SAME SPECIES 15/32° 32/16 65 PSF 110 P5F 165 PSF AND GRADE IN WALL CONSTRUCTION 24' 12" 2x8 SPF t2/e1 OR EQUAL 71W15/3z ; 15/x" ° EA. • ° 19/32° 40/20 120 PSF 19S PSF 275 PSF SEE BHT 3e,GENERAL NOTES-3,NOTE a1S,FOR FIRE 24' 36' 2x8 SPF=2/=1 OR EOURL 1/2" 1/2° 3/4° 23/32" 4824 175 PSF 270 PSF n/a RESISTANT RSSEMBLY REOUIRMENTS. 24' 16" 2x10 SPF(SOUTH)e2 OR EQUAL 4 RLL SUMMARY TRBLES REFLECT THE 2005-2015 LIDS. 24' IV 2x10 SPF[SOUTF9 OR EOURL 15/32"COMBINATION STERTI-IDJG/SIDING 24' 16° 2x12 SPF(SIXIO-D t2 OR EOl1RL 1/2"COMBINATION SHEATHING/SIDING SEE SE4ERRL NOTE e5 S WHEN ATTIC FLOOR 15 DESIGNED FOR STORAGE,USE 26 12" 2x8 SPF e2/al OR EOURL 26' 16' 2x10 SPF e2/+1 OR EQUAL 19/32"COMBINATION SHEATHING/SIDING THE ROOF SHEATHING SCHEDULE(3/8°NOT APPLICABLE) 26' 16° 2x8 SP al /-EQUAL 26 16" 2x12 SPF(SOUTFO e2 U EOURL 5/8"COMBINRTION SHERTHING/5IDING S. INTERIOR NON-LORDBEARING WRLLS MAY BE CONSTRUCTED OF W000 STUDS. 26 16" 2xlo SPF(SOUTH)+2 U EQUAL 28' 12' 2x10 SPF(SOUTH)e2 OR EQUAL SEE GENERAL NOTE s7 WOOD STUDS SHALL BE R MIN.OF 2x3 SPF STUD GRADE 26 24" 2x10 SPF(SOUL) EOR 28' 16" 2x10 SP+1 OR EOURL 26' 19 2x3x SPF IT TRU+2 OR EQUAL 28' 16" 2x12 SPF 1 OR E +2 DR EQUAL SPACED NO MORE THAN 24°O.C.WITH q MAXIMUM 26 192° 3x2x9 3/8°TRUSS JOIST OR EQUAL 31' 12° 2.10 SP n OR EQUAL CEILING HEIGHT OF 10'-0°. 31' 16" 2x12 5P el OR EOURL AS AN OPTION,PRE-ENGINEERED WOODS STUDS MAY 26' 12" ZxB SPF+2/al OR EOUPL ALSO BE UTILIZED THESE ARE MANUFACTURED IN 28' 36° 2x10 SPF ISOUT}D a2 OR EQUAL • ALL SHEATHING IS AGENCY RATED EITHER 2x4 OR 2x6 NOMINAL DIMENSIONS. 7. RATED SFERTHDNG PANELS WITH ROOF SPAN RATING 29 24" 2x12 SPF(SOUTH+2 OR EQUAL FLOOR JOIST SUMMARY NOTES: OF 24°OR GREATER INSTALLED WITH LONG DIMENSION 28' 192" •3x2x9 3/8"TRUSS JOIST OR EQUAL L JOISTS USED IN AN EXTERIOR APPLICATION TO BE PRESSURE BASEMENT WALL LORDS AND CENTER GIRDER SUPPORT LORDS AND SPACING (NOTE aB) EITHER PARALLEL Fl OR PERPENDICULAR TO STUDS TREATED LUMBER SEE SECT.+35 OF APPROVED CRLC MANUAL 16"OR 24°0C.(EXCEPT 3-PLY PLYWOOD PANELS MUST 31' 16, 2.10 SPF t2/al OR EQUAL 2 SEE SECT t7 OF APPROVED CFiLC MRNIURL FOR INTERIOR RPPL FLOOR JOIST BE APPLIED WITH LONG DIMENSION ACROSS STUDS 31' 24" 2x12 SP a2 OR EOURL UNIT NUMBER OF TYPE OF UNIT ROOF PITCH GROUND BASEMENT CENTER GIRDER CENTER GIRDER WHEN STUDS ARE SPRCED 24"O.CJ. 31' 192" •3x2x9 3/B"TRUSS JOIST OR EQUAL 3.INTERIOR APPLICATIONS UP TO 175 PSF MAY BE FOUND IN SECTION a7 WIDTH STORIES X/12 SNOW LORD WALL LORDS SUPPORT LORDS SUPPORT SPACING RATED SHEATHING PANELS WITH ROOF SPAN RATING OF THE APPROVED CALL MANUALfPLESS THAN 24"INSTALLED WITH LONG DIMENSION • SEE DETAIL e5 OF BHT Be g1 PSF SEE NOTES SEE NOTES SEE NOTES 01/t2,+6 al AND►2 ay a3,t7 "OOCC.PAPA F7 OR PERPENDICULAR TO STUDS 16 16° (IXCEP1'PLYWOOD PANELS 3/8"THICK OR LESS MUST BE APPLIED WITH LONG DIMENSION 24' 1 RR,RANCH,ELL.SPLIT,TEE LESS THAN 9 35-5o 653-804 1278-1578 S-8"-S-1° ACROSS STUDS). 30 PSF LIVE LOAD 26 1 LESS THAN 9 35-50 1359-1101 1402-1738 6-5"-T-91 24' 15" 2x8 SPF(SOUTHD a2 OR EQUAL 28' 1 LESS THAN 9 35-50 879-1107 1564-1955 812"-T-4" ZV 24" 2.8 SPF a2/=1 OR EQUAL 31' 1 LESS THAN 9 35-50 979-1238 1724-2158 T-9"-T-0' ZV 24" 2x10 SPF!SOUTH)e2 OR EQUAL 24' 2 2 STORY I E55 THAN 9 35-So 1033-1184 2018-2318 415"- V-2' 26 is. 2.8 5PF a2/a1 OR EOURL 26 2 2 STORY LESS THAN 9 35-50 1257-1509 2198-2534 T-0"-6-51 26' 24" ZdO SPF(SOUTH)+2 OR EQUAL 28' 2 2 STORY LESS THAN 9 35-50 1314-1542 2414-2806 6-6"-6'-1° 31' 2 2 STORY LESS THAN 9 35-So 1456-1715 2558-3092 5'-3"-5-30" 28' 16" 2.13 SPF e2/al OR EOURL 24' 1 RR,RANCH W/RTTIC STOP. 5-7 35-50 893-110 1294-1602 5-8"-4'-11" 2B' 16" 2x10 SPF(SOUTH)a2 OR EQUAL 26 1 5-7 35-5o 3050-1388 1136-1338 91-5°-8'-9" 21, 24' 2x10 5PF+2/el OR EOURL 28' 1 5-7 35-50 3098-1435 1230-1456 9'-1"-8'-5° 3l' LT 2.0 SP a2 OR EQUAL 31' 1 5-7 35-50 1115-1443 1356-1622 819"-T-11" 31' IES° 2x10 SPF(SOUTH)t2 OR EOURL 24' 2 2 STY W/ATTIC STORAGE 5-7 35-SO 1275-1548 2034-2342 4'-S"-4'-Z" 31' 24" 2.12 SPF a2/al OR EOURL 26' 2 2 STY W/RTTIC STORAGE 5-7 35-5o 1458-1796 1932-2134 T-4"-7101 28' 2 2 STY W/ATTIC STORAGE 5-7 35-SO 1533-1871 2080-2305 T-2"-W-8" 31' 2 2 STY W/ATTIC STORAGE 5-7 35-50 1592-1920 2300-2556 6-101- EXTERIOR 51DE WALL SND SUMMARY-APPLICABLE TO MARRIAGE WALL STUD SUMMARY-APPLICABLE TD 28' 2 CONTEMPORARY LESS THAN 9 35-50 1385-IS46 2638-2916 810"-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-6'-7'-0" WIND UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING NUMBER UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING 24' 1 CAPE 9 35-50 887-1155 1006-1168 6-2"-S-I1" ZONES WIDTH OF SNOW SEE NOTES 7,8,9,11 OC HEIGHT MRRR. WIDTH OF SNOW SEE NOTES 7,9,11 OC HEIGHT 26 1 CAPE 9 35-50 &90-1148 USB-1372 91-7-B'-91 MPH STORIES LORD(Pq SPACING NOTE 6 WRLLS STORIES LOAD tP) SPACING NOTE 6 26 1 CAPE 9 35-50 11101-1291 1213-1436 911"-6-5" 101/130 24'-31' 1-2 50 2x6 5PF STUD 24° Sfi° 2 24'-31' 1 35 2.3 5PF a2/el 24" 95 31' I CAPE 9 35-50 1168-1522 1280-1490 911"-8'-S" NOTE 1 2 24'-26 1 50 2x3 5PF 24° 95" 2 24'-31' 1 So 2x4 SPF STUD 24" 96° 24' 2 2 STORY CAPE 9 35-So 1267-1535 1746-1908 4'-10'- V-7" STUD 2 24'-31' 1-2 50 2x4 SPF STUD 16° 96° 26' 2 2 STOAT CAPE 9 35-50 1298-SSSfi 1954-2168 T-4'-7'-0" 20' 2 2 STORY CAPE 9 35-So 1436-1726 2058-2286 712°-6-10° 110/142 24'-31' 1-2 50 2x6 SPF STUD 16" 96' MARRIAGE WALL SND SUMMARY-APPLICABLE TO UNITS WITH R 5/12 AND 31' 2 2 STORY CAPE 9 35-SO 1645-1999 2214-2424 6-10"-6-6" 9/Z9/16 NOTE 2 24'-31' 1-2 50 2.6 SPF STUD 24° g5" 7/12 ROOF FITCH AND THE ATTIC IS USED FOR STORAGE:APPLICABLE TO 24' 1 CAPE 12 35-50 842-995 1078-U22 6-2'-5-11" NOTE 1 NOTE 5 UNITS WITH R 9/12 OR 12/12 ROOF PITCH {0641 26' 1 CAPE 12 35-50 892-1012 3206-1260 9'-1"-9'-1" Q3 O4b ]2D/155 24'-31' 1-2 35 2x6 SPF STUD 16" 96' NUMBER UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING 28' 1 CAPE 12 _ 35-ED 977-1117 1264-1318 911" NOTE 1 MARK WIDTH OF SNOW SEE NOTES 7,9,10 OC • HEIGHT 31' 1 I CAPE 12 1 35-50 1138-.1478 1330-Isis 61-7-812• WALLS STORIES LOAD(Pg SPACING NOTE 5 24' 2 2 STORY CAPE 12 35-50 1222-1375 1818-1862 4'8"- EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO UNITS WITH R 2 24'-31'1 1 50 1 2.3 SPF e2/el 24° 96° 25' 2 2 STORY CAPE 12 35-5o 1300-1420 20112-2056 T-2°-T-2" c 5 TO 7/12 ROOF PITCH AND THE ATTIC IS USED FOR STORAGE 2 24'-31'1 1-2 50 2.4 SPF STUD 16" 96" 213' 2 2 STORY CAPE 12 35-50 1412-1552 2114-2168 T-0"-T-0' 31' 2 2 STORY CAPE 12 35-50 1615-1955 226¢-2500 6-10'-616° cHa an C WIND UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING '°.17jt dt ZONES WIDTH OF SNOW SEF NOTES 7,8,9,10 OC HEIGHT MARRIAGE WALL STUD SUMMARY-APPLICABLE TO 24' 2 CAPE WITH SHED DORMER 12-411 35-50 1165-1398 ]559-1849 4'-B"-4'-1" MPH STORIES LOAD(P SPACING NOTE 6 CAPED WITH R SHED DORMER-411/12 SIDE 25' 2 CAPE WITH SHED DORMER 12-411 35-50 1155-1359 1650-1947 T-4"-6-5" 101/130 24'-31' 1-2 50 Z6 SPF STUD 16' 96" NUMBER UNIT NUMBER GROUND SIZE.SPECIES,GRADE STUD CEILING 28' 2 CAPE WITH SHED DORMER 12-4J1 35-50 1207-1410 1731-2032 T-4"-515" 101/130 24'-31' 1-2 50 2x6 SPF STUD 24" 96' MRRR WIDTH OF SNOW SEE NOTES 7,9,3 DC HEIGHT 31' 2 CAPE WITH SHED DORMER 12-411 35-50 1396-1656 1813-2098 NOTE 1 NOTE 5 WRLLS STORIES LORD 0`9 SPACING NOTE 5 26 2 SALTBOX ii--5 SEE DWG 3r1 SEE OWG 3e1 SEE DWG 3c1 SEE DWG 3c1 110/142 24'-31' 1-2 50 2x6 SPF STUD 15" 96" 2 24'-31' 2 50 2x3 SPF e21a1 24° 96' 26 2 SRLTBOX 12-S SEE DWG 3c1 SEE DWG 3c l SEE DWG 3c1 SEE DWG 3c1 SPACE RESERVED FOR THE NEN!YORK STAMP OF APPROVAL IID/142 24'-31' 1-2 50 24 SPF STUD 24" 96° NOTE 1 NOTE 5 NOTE 5 24'-31' 1-2 50 12.6 STUD �" 136° MARRIAGE WALL STUD SUMMARY-APPLICABLE TO LL T NUMBER IS FOR 35 PSF GROUND SNOW ZONE 0') NOTE 1 CAPES WITH R SHED DORMER-12/12 SIDE RIGHT NUMBER I5 FOR SO PSF GROUND SNOW ZONE WE) 2 LORDS PRE GIVEN IN LBA_INEAL FOOT. EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO NUMBER UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING 3. CENTER GIRDER SUPPORT SPACING IS BASED UPON THE INSTALLATION OF A 3"RISC STD STEEL PIPE UNITS WITH A 9/12 OR 12/12 ROCF PITCH MRRR WIDTH OF SNOW SEE NOTES 7,9,3 DC HEIGHT COLUMN WITH Fy=36 KSI AND UNBRRCED COLUMN LENGTH=8.3 FEET,ALLOWABLE CONCENTRIC WALLS STORIES LORD 019 SPACING NOTE 6 LORD=B4,000 LBS AND A 1/2'x 9"x]2"STEEL PLATE FASTENED TO THE CENTER GIRDERS. ALTERNATE METHODS OF SUPPORT MAY BE USED PROVIDING THEY ARE CRPRSLE OF TRANSFERRING THE WIND UNIT NUMBER GROUND SIZE,SPECIES,GRADE SO CEILING 2 24'-31' DNR 50 2x4 5PF 5M) 24° 96' DESIGN LORDS FROM THE FLOOR GIRDERS TO THE FOUNDATION. ALTERNATE METHODS SHRLL BE APPROVED BY THE LOCAL BUILDING OFFICIAL ZONES WIDTH OF SNOW SEE NOTES 7,8,9,10 UD HEIGHT 4. ACTUAL FOUNDATION PLANS FOR DIMENSIONAL AND CENTER GIRDER SUPPORT SPACING RVRIlABLE UPON REQUEST. MPH STORIES LORD(Pq SPACING NOTE 6 S. FOR TYPICAL FOUNDATION DETAILS.SEE DRAWINGIST 4. 101/130 24'-31' 1-2 50 2x6 SPF STUD 16" Sfi" E. BASEMENT WALL LORDS DO NOT REFLECT OPTIONS.SUCH AS DECKS,PORCHES,RAISED ROOF OPTIONS,EM 301/130 24'-31' 1-2 50 2.5 5PF STUD 24° 96" FOR UNITS WITH THESE OPTIONS,LORDS ARE AVAILABLE UPON REQUEST.REFERENCE ACTUAL LORD SECTION NOTE 1 NOTE 5 L NUMBER TO LEFT OF°/"IS NOMINAL o BASIC WIND SPEED Need).NUMBER TO CONTAINED WITHIN CALL MANUAL(OR CREATED CUSTOM)FOR LESSER LORDING OPTION. 110/142 24'-31' 1-2 35 2x6 SPF STUD IES" g5^ RIGHT OF"/°IS ULTIMATE WIND SPEED IVOLL BOTH REFLECT MPH.3-SEC-GUSTS. 7_ SPANS SHOWN REFLECT R(4)MEMBER 2x0 SPF-2 GIRDER FOR 24-WIDE HOUSES.AND R(fit MEMBER 2x10 SPFa2 LL MANURL 110/142 24'-31' 1-2 35 2x6 SPF STUD 24" 96° B. SEP SECTION a28 OF THE APPROVED CRLC MANUAL B. SEE[RLC MANUAL SECTION 41 FOR FLOOR LORD ONLY WD ROOF LORD)OR SEE SECT W2 FOR FULL NOTE 1 NOTE 5 4 STD TRUSSES REFERENCED FOR RESULTS ABOVE SEE APPROVED CRLC LORDING(FIR d ROOF). MANUAL FOR MEMBERS SUPPORTING SPECIAL ROOFS(CATH.RAISED-ROOF.ETC.). 5. STUDS ARE LIMITED TO THE SECOND FLOOR OF R 2 STORY UNIT. S. CEILING HEIGHT'S SHOWN ARE CALCULATED HEIGHTS MAY BE GREATER IF R 2x- -- --- --- - -- --- LRTERAL-BRACE IS PROVIDED AND le DOES NOT EXCEED THE CRLCULRTED LENGTH - -- - - - - --- - ------- ---- ---OF THE STUD. SEE SECT 51 d 52 IN CRLC MANUAL FOR GREATER STUD HEIGHTS 120/155 24'-31' L-2 50 2x6 STUD16` g5• 7.MANUFACTURER HAS OPTION OF DECREASING THE STUD O.C.SPACING. DEPANOdENTOFSTATE NOTE 1 B. STUD CRLCULRTIDNS ARE BREED ON EXP C AT THE GIVEN Veed/Vult WINDSPEED DIVISIONOFSDILDINGSTANDARDSAND CODES SHOWN Vult EXP 0 EOIAVAL.ENP'PRE AS FOLLOWS 116C=1070,130C=1190. ALBANY,NY 12231-MOI 142C=13ID,SSSC=142D. SEE CALC MANUAL SECT 3.4. Sbmp eHAppmrxl/ort Syxbm,tled.lor c"mp"evot EXTERIOR SIDE WALL STUD SUMMARY 9. EQUAL OR BETTER MATERIAL MAY BE SUBSTITUTED. APPLICABLE TO CAPES WITH R SHED DORMER 10.SEE SECT+20 OF APPROVED CRLC MANUAL M1387 2016-061 10/04/2016 WIND UNIT NUMBER GROUND SIZE.SPECIES,GRACE STUD CEILING IL SEE SECT a13 OF APPROVED CALC MANUAL meal a .Nc Applieh Na Deb"fAppmrd ZONES WIDTH OF SNOW SEE NOTES 7,8.9,3 OC HEIGHT 12 SAWN LUMBER SHALL BE IDENTIFIED BY R GRADE MRRK OF AN ACCREDITED No11cE Th6zamdtrzEp(�learym)®oxNpae,uaua bda)'eonNemud MPH STORIES ORD(P SPACING NOTE 6 LUMBER GRADING OR INSPECTION AGENCY RNID HAVE DESIGN VALUES CERTIFIED TNaq¢"rddielrWreNeOanN+rdaduRNrtm yoxL1!)tmdMabe.emn (Nodb)eWaeeeamae to Om np=As cv/mat&Cluehfm➢T m adsdm M1ouN Oa{Qm'N munaNh NOTE 1 24'-31' 2 50 2xfi 5PF STUD 24" 96" BY AN ACCREDITATION BODY THAT COMPETES WITH DOC PS 20. Allsb bed mwfaR.t,Nra2padgaandcoa5tammtoEd.L to 110/142 24'-31' 2 50 2x6 SPF STUD 96" ldmftAdd-,PE Admp D-br IAm4xebr,RA 110/142 24'-31' 2 SD 26 SPF STUD 24 24" 96' NOTE 1 NOTE 5 120/155 24'-31' 2 50 2aB STUD Mf1^ITER SERIES NOTE 1 RLL MODELS STRUCTURRL SCHEDULES & NOTES MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DRTE SCRLE REV. SHT. NO. DATABASE NAME 03\3cDJG 3-1-93 NONE 6-01-2016 3. _std ROOF SHEATHING SCHEDULE: WALL SHEATHING SCHEDULE: • FLOOR SHEATHING SCHEDULE: • ROOF FTES 0/C SPACING AND MAXIMUM Nps FLOOR JOIST SUMMARY FLOOR JOIST SUMMARY RATING REOU)RED ALLOWABLE LIVE LORD L EOURL OR BETTER MATERIAL MAY BE SLBSRTUTED. 3/8'PLYWOOD ST-RATHNG 3/8"PLYWOOD SHFRTHNG 19/32"TEG PLYWD-5TURD-I-FLOOR OR EQUAL SHEATHING SPAN 2. MANUFACTURER HAS OPTION OF DECREASING THE UNIT JOIST SIZE,SPECIES AND GRROE OF FLOOR JOIST NOTE•2 6 3) UNIT 'DIDT SIZE„SPECIES AND GRADE OF FLOOR JOIST-SEE NOTE s2 6 3 7/16" ° 7/16" 5/B"_ TH4CKNIE55 RATING 24" ]9T -EME?'1T O.C.SPACING. WIDTH SPflCING WIDTH SPACING 15/32" " 15/32" 23/37 3 END JOINED LUMBER MAY BE USED INTERCHRNGEABLY 1/2" 1/2" 3/4" ° 7/36° 24/16 40 PSF 65 PSF 100 PSF WITH SOLID SAWN MEMBERS OF THE SAME SPECIES 40 PSF LEVE LOAD 60 PSF LI � 0$SFERTFflT1G �/�B6""0$SHEA1'HNG• SID/8 TEG O$ST11R0-I-FLOOR OR EOURL 15/32° 32/16 65 PSF 110 PSF lE PSF ANO GRADE IN WALL CONSTRUCTION 24' 12" ZxB SPF sZ/el OR eOUAL ° 19 32° 40/20 120 PSF 195 PSF 275 PSF SEE BHT 3e,GENERAL NOTES-1,NOTE-15 FOR FIRE 15/32"• 15/32" 73/32" 23/32" 4824 175 PSF 270 PSF n/n RESISTANT R55EMBLY REOUIREMENTS. 24' I6" 2xB SPF s2/a1 OR EOURLISL" " 1/2° 3/4' 4. ALL SUMMARY TABLES REFLECT THE 200.5-2015 NDS. 24' 16' 2.10 SPF(SOUTH-2 OR EOURL 24' 24" 2x10 SPF MOUTH OR EOURL 24' 16' 2x12 5PF(SCUTH)s2 OR EOURL 1/2' COMBINATION EFITHNSHERTHING/SIDING S. WHEN ATTIC FLOOR IS DESIGNED FOR STORAGE USE 1/2°COMBINATION SHEATHING/SIDING SEE GENERAL NOTE 05 THE ROOF SHEATHING SCHEDULE(3/8"NOT APPLICABLE). 26 12' ZxB SPF sZ/sl OR EQUAL 25' 36" Zx10 SPF-2/01 OR EQUAL 19/32"COMBINATION 5HERT14NG/5IDING S. 24TEMR NON-LORDBEARING WALLS MAY BE 26' 16' 2.8 SP el OR EQUAL 26 16" 2x32 5PF(SOUTH)s2 OR EQUAL SIB"COMBINATION 5HEATHNG/SIDING CONSTRUCTED OF WOOD STUDS 26' -I6' Zx1O SPF(SOUTH m2 OR EQUAL 26 12" 2x1(1 SPF(SOUTH s2 OR EQUAL SEE GENERAL NOTE m7 WOOD STUDS SHALL BE A MIN OF 2x3 SPF STUD GRADE 26 24` 2.10 SPF s2/m1 OR EOURL 2B' 16' 7x10 SP s1 OR EQUAL - - SPRCED NO MORE THAN 24.O.C.WITH A MAXIMUM 26 24" 2x12 SFF(SOUTHD s2 OR EQUAL 20' 16' Zx12 SPF(SOUTH s2 OR EQUAL CEILING HEIGHT OF ID-D". 26 192" •3x2x9 3/8"TRU55 JOIST OR EQUAL 31' 12" ZxIO SP s1 OR EQUAL 31' 16' 2x12 SP sl OR EOURL AS AN OPTION,PRE-ENGINEERED WOODS STUDS MAY UTILIZED.ALSO BE THESE 26 12" 2.8 SPF m2/m1 OR EQUAL - EITHER 2x4 OR 2x6 NOMINAL DN MANUFACTURED ACTURE I N 28' 16" 2x10 SPF(SOUTH s2 OR EOURL • ALL SHEATHING IS AGENCY RATED 7, RATED SHEATHING PANELS WITH ROOF SPAN RATING OF 24"OR GREATER INSTALLED WITH LONG DIMENSION 26 24° 2x12 SPF(SOUTH s2 OR EQUAL EITHER PARALLEL OR PERPENDICULAR TO STUDS 28' 192° •3x24 31W TRU55 JOIST OR EOURL CRNTILEVERED FLOOR JOIST SUMMARY WOTE a2) BASEMENT WALL LOADS AND CENTER GIRDER SUPPORT LOADS AND SPACING [NOTE #8) 16"OR 2a'06(EXCEPT 3-PLY PLYWOOD PANELS MUST BE APPLIED WITH LONG DIMENSION ACROSS STUDS 31' 16" 2x10 SPF-2/s1 OR EOURL - UNIT NUMBER OF TYPE OF UNIT ROOF PITCH GROUND BASEMENT CENTER GIRDER CENUTFR GIRDER WHEN STUDS ARE SPACED 24°O.C1 UNIT GROUND JOIST RATED SHEATHING PANELS Wlhl ROOF SPAN RATING 31' 19 2x32 SP s2 OR USS J SIZE,SPECIES AND GRADE OF WIDTH STORIES X/12 SNOW LOAD WALL LOADS SUPPORT LORDS SUPPORT SPACING LESS THAN 24°INSTALLED WITH LONG DIMENSION 31' 192" •3x2x9 3/8°TRUSS JOIST OR EOURL WIDTH �) SPACING FLOOR JOIST-40 P5F LIVE LOAD (PS)P5F SEE NOTES SEE NOTES SEE NOTES ' LORD sL m2,m6 sl AND s2 aL s31-7 EITHER PARALLEL OR PERPENDICULAR TO STUDS • SEE DETAIL n5 OF SM Be 24' 60 12" 12" 2.8 SPF s2/s1 OR EOURL - 15"D.C.(EXCEPT PLYWOOD PRNEL5 3/B'THICK OR 24'-28' 50 16" 12" 2x30 SPF s2/sl OR ECURL 24' 1 RR,RANCH,B.L SPLIT.TEE LESS THAN 9 60-90 869-1128 1706-2220 '4'-ID"-4'-3" LESS MUST BE APPLIED WITH LONG DIMENSION 30 PSF LIME_LORD - 24' 90 16" 12" 2x8 SP m2 OR EOURL 26 1 RR,RANCH,ELL SPLIT,TEE LESS THAN 9 60-90 1122-1496 IBBZ-2458 71-6"-6-6" RCRO55 5TUOS)• 24' 16' 2x8 SPF(SOIJTFB s2 OR EOURL 24' 90 36° 12° 2x10 SPF a2/m1 OR EQUAL 28' 1 RR RANCH,ELLSPLIT,TEE LESS THAN 9 60-90 1375-1482_ 2014-2630 T-2° 24' 24" Zx8 SPF s2/ml OR EQUAL 26'-31' 90 16° 12° 2x10 SP s2 OR EOURL 31' 1 RR,RANCH,T11..SPLIT,TEE LESS THAN 9 60-90 1324-1760 2512-3088 6'-5°-5-10°_ 24' 24" 2.10 SPF(SOUTH s2 OR EQUAL 24' 2 2 STORY LESS THAN 9 6D-90 1249-1508 2446-2960 411"-3'-9" FLOOR JOIST SUMMARY NOTES 26 2 2 STORY LES THAN 9 60-90 1530-1904 2678-3254 6-S•-S-8" - 26 S6" 2x8 SPF s2/al OR EQUAL L JOIST'S USED N AN EXTERIOR APPLICATION TO BE PRESSURE TREATED LUMBER SEE SECT.-55 OF APPROVED CRLC MANUAL 28' 2 2 STORY LESS THAN 9 60-90 1561-1917 2664-3480 G-1°-S-6" , 26 24" 2x10 SPF(SOUTH a2 OR EQUAL 2.SEE SECT•7 OF APPROVED CRLC MANUAL FOR INTERIOR APPL FLOOR J015T 31' 2 1 2 STORY LESS THAN 9 60-90 IBM-2237 3446-4022 5.6•-5-11, 28' 16" 2xB SPF s2/al OR EQUAL 3.INTERIOR APPLICATION LIVE LORDS UP TO 325 PSF MAY BE FOUND N 26 1 RANCH W/HIP 6 STORAGE 7 BO 1010 2484 6-6" 28' 16° 2x10 SPF(SOUTHO e2 OR EOURL SECTION s7 OF THE APPROVED CFLC.MANUAL 28' 1 RANCH W/HDP 6 STORAGE 7 60 1010 2484 51-6° 28' 24" 2x10 5PF s2/al OR EOURL - 24' 1 RR,RANCH W/ATTIC STOR 5-7 60-90 3285-1752 1732-2258 4'-10"-4'-3° 31' 16• 2x10 SPF f50UTfO s2 OR EQUAL 26 1 RR,RANCH W/RTTIC STOR 5-7 60-90 1358-1849 1334-1636 9-9"-T-31° , 31' 24" 2.12 SPF s2/ml OR EQUAL 2B' 1 RR,RANCH W/ATTIC MR 5-7 60-90 1397-1889 1424-1746 B'-5°-719" - 31' 1 RR RANCH W/ATTIC STOR 5-7 60-90 1404-1980 1434-1724 8'-51-T-9" " 24' 2 2 STY W/ATTIC STORAGE 5-7 60-90 1665-Z132 2472-7998 4'4"-5-9" EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO UNITS USING MARRIAGE WALL SND SUMMARY-APPLICABLE TO 26' 2 2 STY W/ATTIC STORAGE S-7 60-90 1766-2257 2130-2432 71(°-6-S" - 4 TO 7/32 MONO-F1TCH TRUSSES-GROUND SNOW LORD('g)-90 PSF UNITS USING 4 TO 7/12 MONO-PITCH TRUSSES - 28' 2 2 STY W/RTTIC STORAGE 5-7 60-90 1832-2324 2274-2595 6-10"=6-5" - - - - - _ WIND UNLT NUMBER SIZE,SPECIES,GRADE STUD CEILING NUMBER UNIT NUMBER GROUND SIZE SPECIES,GRADE STUD CEILING 2 2 STY W/ATTIC STORAGE 5-7 60-90 1883-2357 2368-2658 B-B°-6'-3° - -- ZONES WIDTH OF SEE NOTES 4,5,S,'7 OC HEIGHT MARX. WIDTH • OF SNOW SEE NOTES 4,6,7 OC HEIGHT 26 -2 2 STY W/HIP 6 STORAGE 7 60 1445 3334 517 - - MPH I STORIES SPACING NOTE 3 WALLS STORIES LORD PO] SPACING NOTE 3 '28' 2 2 STY W/F�6 STORAGE 7 60 1445 3334 _ S-7' - 90/116 24'-31' 1-2 Zx6 SPF STUD is" 96" 2 24'-31' 1 60 2x3 SPF 02/el 16" 96' 9OM. 24'-31' 1-2 2x6 5PF STUD - 24" 96" 2 24' 1 90 2x3 5PF s2/sl 16° 96 ' NOTE 1 NOTE 2 2_ 24'-31' 1 90 2.3 5PF m2/ml 12" 95" 24'-28' 2 CONTEMPORARY I E55 THAN 9 60-90 1635-1906 2690-5548 T-6"-T-W 2 ZV-31' 1 90 2x4 SPF s2/al 24" 96° 101/130 24'-31' 1-2 2x6 STUD 15" 96"- 2 24'-31' 2 90 Zx4 SPF STUD 36" 96" 24' 1 CAPE 9 - 60-90. 1270-1730 1238-1516 5-8'-5-1" 101/130 24'-31' 1-2 2.5 SPF•2/a1 24° 96' - 26' 1 CAPE 9 60-90 1087,-1443 IISB-1418 9'-S-8'-5" NOTE I NOTE 2 - MARRIAGE WALL STUD SUMMARY-`APPLICABLE TO 2 STORY 2B' 1 CAPE 9 60-90 1253-1672 1266-1510 - S-1"-8'-2" 9/29/16 - CONTEMPORARY UNITS,-7S/12 RAFTER SECTION - 31' 1 CAPE 9 60-90 1478-1991 1294-1512 9-1°-8'-2" EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO'2 STORY 24' 2 2 STORY CAPE 9 60-90 1550-2110 1978-2256 4'-7°-4'-3" 10fl.8 CONTEMPORARY-75/12 RAFTER SECTION-GROUND SNOW LOAD Pg)-90 PSF NUMBER UNIT NUMBER GROUNQ SIZE,SPECIES,GRADES STUD CEILING WIND UNIT NUMBER SIZE,SPECIES,GRADES STUD CEIlING MARR. WIDTH OF SNOW SFE NOTES 4,6,B OC HEIGHT 26 2 2 STORY CAPE 9 60-90 1495.-1851 1984-2214 T-4°-6-10" - ZONES WIDTH OF SEE NOTES 4,5,6,B OC HEIGHT WALLS STORIES LORD P9) - - SPACING NOTE 3 7B' 2 2 STORY CAPE 9 60-90 1688-2107 2116-2360- T-0"-6-8" - 31' 2 2 STORY CAPE 9 60-30 1955-2458 2228-24-45 6`40"-6-61 MPH ��TFR 2 24'-28' 2 90 2x4 SPF SND 24"- 96° - " 101/130 24'-28' DNR 2x6 STUD - I6' 96" 24' 1 CAPE 12 65-90 1154-1511 1230-1474 5-8"-,5-3" 103/130 24'-28' DNR 2x6 STUD 24° 96" 26' 1 CAPE -12 65-90 3169-1366 1390-1444 6-0° NOTE 1 28' 1 CAPE - 12 65-90 1287-1525 1450.-1504 8'-5°-8'-2° - - bye%6p31 MARRIAGE WALL STUD SUMMARY-APPLICABLE TO UMTS WITH R 31' 1 CAPE 12 60-90 1334-1774 1330-•1566 8'-9°-8'-2" - 3� ' EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO UNITS WITH R 5/12 THRU 7/12 ROOF PITCH AND THE ATTIC IS USER FOR STORAGE OR - •'*• �E,tiSTF• ' 5/12 THRU 7/12 ROOF PITCH AM THE RTTIC I5 USED FOR STORAGE OR R 9/12 THRU 32/12 ROOF PITCH-GROUND SNOW LOAD PgI-60 PSF 24' 2 2 STORY CAPE 12 65-90 1534-1891 1970-2214 4'-7°-4'-3" A 9/12 THRU 12/12 ROOF PITCH-GROUND SNOW LOAD(Pg)-60 PSF -26' 2 2 STORY CAPE 12 65-90 1577-1774 -2186-2240 T-0°-6-10" NUMBER UNIT NUMBER GROUND SIZE SPECIE,GRADES STUD CEILDJG 28' 2 2 STORY CAPE, 12 55-90 1722-1960 2300-2354 6-10'-6-8" MARX. WIDTH OF SNOW SEE NOTES 4,6,10 OC HEIGHT- SPACE RESERVED FOR NEW YORK STAMP OF APPROVALWIND UNIT NUMBER SIZE,SPECIES,GRADES SND CEILING WALLS STORIES LOAD(Pg) SPACING NOTE 3 31' 2 2 STORY CAPE 12 60-90 1831-2251 2264-2500 6-10'-6-6" � " ZONE WIDTH OF SEE NOTES 41 51 61 10 OC HEIGHT - 24' 2 CAPE WITH SHED DORMER 12-411 50-90 1384-1726 1676-2024 4'-5'-3'-10'MPH SPACING NOTE 3 ' 2 24'-31' 1 60 2.3 SPF s2/s1 24" 96° 26' 2 - CAPE WITH SHED DORMER 12-411 60-90 1345-1642 1804-2178 6-1(7'-6-0" - - S01/130 24'-31' 1-2 Zx6 5PF STUD - 16° 96" 2 24' 1 90 2x3 SPF W21-1 i" 96° a, 2 CAPE WITH SHED DORMER 12-411 60-90 1396-1694 `1887-2266 '-6-lll"-`5-10' - - 101/130 24'-31' 1-2 Zx6 SPF SAA - 24° 96' 2 26-31' 1 90 2.3 SPF s2/ml 24° 96° ' NOTE m1 NOTE 2 2 ZV-31' 1 90 2x4 SPF SND _ 24' 96" 31' 2 CAPE WITH SHED DORMER 12-411 60-90 3620-3992 1933'-2277 6-SD°-6-D° - - 2 24'-Sr 2 90 2x4 5PF STUD - 16' 96" 26' 2 SALTBOX 12-5 60-90 1523-1785 2566-3128 B'-0"-T-0" - - 110/142 24'-31'M! 1-2 2x6 SPF STH, 16 96" 26 2 SALTBOX 12_-5 So-90 1626,-1905 2699-3279 - - - • 310/142 24'r 91' 1-2 2x6 SPF mg/ml 24° 96" - - - NOTE el NOTE 2 _ ' - RRRIRGE W STUD UMMRRY-APPLICABLE _ - ' _CAPE R SHED DORMER-411/12 SIDE NOTES - - - - NUMBER UNIT NUMBER OUND SPECIE,GRADE SND CEILING L LEFT NUMBER IS FOR SO PSF GROUND SNOW ZONE(Pg)- 1. • - - - _ MRRR WIDTH OF NOW SEE NOTES 4,6,11 OC HEIGHT RIGHT OR ONE NUMBER ONLY IS FOR 90 PSF GROUND SNOW ZONE Pg1. ' • S STORIES P SPACING NOTE 3 Z. LOADS ARE GIVEN IN LB/L.TNEAL FOOT. 2 24'-31' 2 90 2x3 SPF m2/el 16°- 95" S. CENTER GIRDER SUPPORT SPACING I5 BASED UPON THE INSTALLATION OF A 3"RISC SIO.STEEL PIPE - - • - - _ _ , ' 2 24'-31' 2 90 2x3 SPF-2/-1 24° 96" COLUMN WITH Fy 35 KSI AND UNBRRCED COLUMN LENGTH=.BD FEET,ALLOWABLE CONCENTRIC - - _ EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO UNITS WITH R LORD,=34,000 LBS RNID A 1/2"x S'x 12•STEEL PLATE FASTENED TO THE CENTER GIRDERS. _ 5/12 TF9RU 7/32 ROOF PITCH RNID TI'E ATTIC IS USED FOR STORAGE OR ALTERNATE METHODS OF SUPPORT MAY BE USED PROVIDING THEY ARE CAPABLE OF TRANSFERRING THE - A 9/32 THRU 17112 ROOF PITCH-GROUND SNOW LOAD Pg)-.90 PSF MARRIAGE WALL STUD SUMMARY-APPLICABLE TO - DESIGN LORDS FROM THE FLOOR GIRDERS TO THE FOUNDATION. - CAPES WITH A SHED DORMER-12/12 SIDE ALTERNATE NDA10D5 SHALL BE APPROVED BY THE LOCAL BUILDING OFFICIAL _ WIND Ut IT NUMBER SIZE SPECIES,GRADE STUD CEILING 4- ACTUAL TL ICLFCUNN PLANS FOR DIMENSIONAL D RL RNID CENTER GIRDER SUPPORT SPACING RVRILABLE UPON REQUEST; ZONES WIDTH OF. SEE NOTES 4,5,6,30 OC HEIGHT NUMBER UNIT NUMBER GROUND SIZE SPECIE,GRADES STUD CEDING S FOR TYPICAL FOUNDATION OETAIS,SEE DRRWING(S 4. - - - - SPACING 0 3 MRRR WIDTH OF SNOW SEE NOTES 4,B,ll OC HEIGHT 6. BASEMENT WRL-LORDS DO NOT REFLECT OPTIONS,SUCH AS DECKS,PORCHES,RAISED ROOF OPTIONS,ETC. WALLS - STORIES OAO P '-'_- -_`SPACING NOTE 3 'FOR UNITS WITH THESE OPTIONS,LORDS ARE AVAILABLE UPON REOUEST.-REFERENCE ACTUAL LORD SECTION'----- -'- - �'-"-, 90/116 24'-31' '-1-2,- 2.6 SPF STUD - --15'- -96"- CONTAINED WITHIN CRLC MRNURL-(OR CREATED CUSTOM)FOR LE55ER LORDING OPTION _ - ' 90/116 24'-31' 1-2' 2.5 SPF STUD 24° 96" 2 24'-BV DNA 90 2x4 5PF STUD 36" 96' CRLC MANUAL(OR CREATED CUSTOM)FOR LESSER LORDING OP'TIONL I - I - NOTE 2 _ - _ 2 2V, 31' DNR 90 2x4 SPF SND 24" 96° 7. SPANS SHOWN REFLECT A(4)MEMBER 2x8 5PF-2 GIRDER FOR 24-WIDE HOUSE,AND A(6)MEMBER 2XIO 5PFa2 DEPAR(AENTOFSTATE , 3111/130 2,V-Sr 1-'2 2.5 SPF STUD 16°- 96 ` GIRDER FOR 26 THRU 31-WIDE HOUSES FOR OTHER MEMBERS/SPAN OPTIONS SEE APPROVED CALC MANUAL _ + DMSION OF BU(LOINGSTANDARDS ANDCODES - MARJURGE WALL STUD SUMMARY-APPLICABLE TO UMTS WITH A S. SEE CALL MANUAL SECTION 41 FOR FLOOR LORD ONLY NO ROOF LOAD)OR SEE SECT s42 FOR FULL ALBANY,NIY1m1aod 101/130 24'-31' 1-2 2x6 SPF s2/s1 1S' 96' LOADING PLR 6 ROOF) - - , 54evpmlAppmrdlmn Sy.Imm,NeddmrO-p...I 7/12 PITCH HIP ROOF AND THE ATTIC 1S USED FOR STORAGE - M1387 2016-061 - 10/04/2016 NOTE I 24'-31' 1-2 2x6 5PF s2/al 24° 96° • • " NOTE 1 NOTE Z - NUMBER, wl NUMBER GROUND SIZE SPECIES,GRADE SND CEILING - , MRRR WIDTH OF SNOW - SEE NOTE 4,6,9 DC HEIGHT - - -MmiWrchmt Na AppGe•6on Na Dm dAppmd -EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO WALLS STORIES ORD Pg - 5PACNG NOTE 3 _ NOTICE:TASaTpmdhogastlmDxaem�smmdos 6dwTm®udad�um - GROCAPES UND SND H ASKOAD g1 DORMER.60 PSF 2 26-28' NOTE 2 60 2x3 SPF e2/al - 32° 96° L - , bm7&w'(M.dea)Dale°tdn�s(°dar�enBeed WIND UNIIT NUMBER SSZE.SPECIES,GRACE STUD CEILING 2 26-28' 1-2 60 2x4 5FF STUD 24"" 96" - - _ tta r{pnnddal1m115r.NxnsM•fue(xm ra a mrslm rxm Bs yamm d�eax Aosavasasimaxm,a kwsfror�mdga.adcm.Ed noir aL ZONES WIDTH OF SEE NOTES 4,5,6,31. OC HEIGHT ��2 Y - - MPH STORIES SPACING NOTE 3 2 26-28' 2 60 2x4 SPF STUD 16• 96'- - - - •Addmo P AcUn 101/130 31' 1-2 2x6 SPF STUD 24° IS" INNDIES - 1nhn,AAdamv,PE,Ac6np Uh+mr O'splAndnxdu,Rq NOTE 1 - - - L NUMBER TO LEFT OF"/•IS NOMINAL or BASIC WIND SPEED NnsA.NUMBER TO RIGHT OF'/"IS ULTIMATE WIND SPEED MAX BOTH REFLECT MPH,3-SECiGU5TS WIND ZONE DETERMINED BY IRC WIND MAPS OR STATE-SPECIFIC DRT0.Z. STUDS ARE LIMITED TO THE SECOND FLOOR OF A 2 STORY UNIT. I. CEILING HEIGHTS SHOWN ARE CALCULATED.HEIGHTS MAY BE GREATER IF A a< - , - - MASTER SERIES' ` EXTERIOR SIDE WALL STUD SUMMARY=APPLICABLE TO LATERAL BRACE IS PROVIDED AND 1e OOESNT EXCEED THE CALCULATED LENGTH _ , - _ ` CAPES WITH A SHED DORMER OF THE STUD. SEE SECT 61 6 52 IN CALC MANUAL FOR GREATER STUD HGHT5. GROUND SNOW LOAD Pg1-90 PSF 4. MANUFACTURER HAS OPTION OF DECREASING THE STUD 0.G SPACING. RLL'-MODELS ' S STUD CALCULATIONS ARE BASED ON EXP C AT THE GIVEN Vesd/Vdt WIND SPEED WIND (WHIT NUMBER SIZE SPECIES,GRADE STUD CEILING SHOWN. VOL EXP D EQUIVALENTS ARE AS FOLLOWS 1160=ID7D,1300=1190; STRUCTURRL SCHEDULES 6, NOTES ZONES WIDTH OF SEE NOTES 4,5,6,11 'OC HEIGHT 142C=1310,155C=1420. SEE CRLC MANUAL SECT 3.4. - - - - MPH . STORIES SPACING NOTE 3 6. EQUAL OR BETTER MATERIAL MAY BE SUBSTITUTED. ` - 101/130 31' 1-2 2x6 5PF STUD 16" 96' 7 SEE SECT-13 OF APPROVED CRLC MANUAL - - ' MUNCY HOMES,,, INC. ' - 101/130 '31' 1-2 2x6 SPF STUD 24• 96" 8 SEE SECT-31 OF APPROVED CRLC MANUAL - - - ' NOTE 1 NOTE 2 S. SEE SECT-25 OF APPROVED CALC MANUAL 1567'PR ROUTE 442 ' ' - 10.SEE SECT s20 OF APPROVED CRLC MANUAL 1L'5EE SECT m2B OF APPROVED CALL MANUAL MUNCY, PR 17756 ' 12.STD TRUSSES REFEYZgCED FOR RESULTS ABOVE SEE APPROVED CALC _ - DRN BY DATE SCALE REV. HT. N0. 13 MANUAL FOR MEMBERS SUPPORTING SPECIAL ROOFS(CATH,RRISED-ROOF,ETCJ. - _ _ - - - _ ' SAWN LUMBER SHALL BE IDENTIFIED BY A GRACE MARK OF AN ACCREDITED - , LUMBER GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUE CERTIFIED - _ DATABASE NAME i 'DJG 3-1-93 1 NONE 6-01-2016 3c1 BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS Z0. 03\3c_90 -------------------I----------- EIEL.D NOTES SEE ACTUAL FLOOR PLAN FOR LENGTH-SEE NOTE•2 L IF SUIL)ER EX 5 MAX COLUMN SPACING ON SHT 3c, I I 1 NO RESPONSIBILITY FOR RESULTING PROBLEMS WILL I 1 I I BE ASSUMED BY THE MRNUFRCTUREF, I I I m Z EXTERIOR DIMENSIONS SHOWN ON FLOOR PLAN REFLECT L"MIN NOTE•9 1 I r__� 1 _____________________________________________ WOOD TO WOOD MEASUREMENT ALLOWING 51-FATKNG TO EXTEND DOWN OVER THE SILL PLATE. r________________________ I WHEN FORM INSULATION IS ADDED,SIZE OF FOUNDATION I I I I I 30°MIN for M0. I —_ SEE NOTE•3 I I MUST BE ETp,PRGED 2 IN WIDTH AND LENGTH g•MIN 0 I I I 1 I 1 3 PILASTERS MAY BE REOUDzED.BUILDER MUST CHECK SOIL I I I I FOR LORDING F A UNIT ON SEE EASEMENT �WALL AND , I CONDITIONS TO APPLICABLE CODES 7-3/4°MAX ry ISEMENT MODELS I I , 4. UNIT TO HE TOE-NRDJ:D WITH 16d NAILS 16'o,c AROUND far MD. j • I I SMOKE DETECTOR INSTRI I ON-SITE BY I I I I : 'PERIMETER 1Po=2DI2 IRC,B"oa 2015 IRC. FIELD WORK I R COLUMN IS REQUIRED BENEATH EACH I S. CRAWL SPACE FOUNDATION REOUDiES 16°x24°ACCESS. 6 I/4° o I I OTHERS TO 1JIlE DROP INTERCONNECTED I 1 END OF A CLEAR SPAN CEILING COLUMN SPACING MAY HAVE I I REQUIRED VENTILATION 1 SF FOR EACH 150 5F MAX m z I LZIT}i REMRIlQJG DWELLING SMOKE I , BERM. SEE FLOOR PLAN. �' OF CRAWL SPACE AREA PROVIDED BY CROSS VENTS is I DETECTORS BY MANUFACTURER TO IR ADJUSTED TO MISS I 1 z MADE INSECT 6 RODENT PROOF WITH SCREENING I I I STARS. SEE ACTUAL FLOOR I 2x12 + I I r——, I I PLAN FOR STAIR LOCATION. I I � OF LOUVERS. I I 1 o I I I I i m S. Tt45 DEPIi WILL VARY.CI-ECK LOCAL REWIREMQNTS. POST ' I I I SEE CEINTER GIINDER PACING TABLE,SHT•3c I r 7. UNIT MAY OVERHANG FOUNDATION FRONT,REAR OR I m I I I BOTH DEPTH OF CANTILEVER SHALL BE DETERMINED • r `--' F SEE NOTE•1 g� ON MODEL SPECIFIC BASIS. 3'-0"MIN w I I z • `GONG FT I I r__, lfi Sa PID2 r__ CS=OFC. r__ r__ ; } B. SEE ACTUAL FLOOR PLAN FOR SPECIFIC BUILDING. OFFSETS IN FOUNDATION I : o ¢ I 1 I I ❑ I CONTINGENT I I ❑ I I I 9. STAIRS FIFE THE RESPONSIBILITY OF THE BUILDER. I z N IE,z I E37- I I UPON SOIL I I I I I 7-3/4"MAX RISE 6 Dr MIN TRER0 REOURED FOR MD. I I I BEARING tm I ASOME AREAS OF NFL •.:••::.::':':.x•:••.,:•:;�:,•:; „•:••.::-:••..:•:••;;.•..;._...; I —— __ —— —— 4" ETH I .:Y::•.C•••': a I 1 m CS I I CAPACITY I 10. FOUNDATION EXCEPT FOR MOD OF CENTER GIRDER pd I I 14° SUPPORT Atm PACING NOT FOR STATE APPROVAL SUGGESTED STAIRS, STRAIGHT 1 ' r--' , o u FINAL DESIGN FOR SITE WORK REQUIRED FOR I I ,I 6" 1 , 0 SETUP INSTRLLFITION OF THE UNIT SHALL BE DONE SCALE'. 1/2"1'0" SEE NOTE a9 I p� 3 RISC st0 I I SEE DETAIL BELOu SEE NOTE•s �Ei I c I STEEL PIPE FOR JOINING FOR ACCESS REOUIREMENTS I BY AN ARCHITECT OR PROFESSIONAL ENGII•EQ2 IN THE COLUMN SEE I I I J STATE AND BASED ON ACTUAL SOIL CONDITIONS AND NOTES: I I U NOTE•13 t:18. I I FOUNDATION PLANS AND DETAILS I 1 A, APPLICABLE CODES' L ALL HRNDRRILS BY BUTLER, ¢ I I H I 1 I ¢ 12. SEE SHT 3b FOR ADDITIONAL NOTES. HEIGHT.34"MIN.-36"MAX. 1 m I I ARE SUGGESTED MEANS OF SUPPORT.I 1 13 QMA)3 1/2°MIN.COLUMN REOUIRED. SEE NOTE s16 I I I FINAL DRAWINGS FOR SITE WORK I 1 �` 14. QM REQUIRES DOUBLE SILLTE PLAOR USE OF 2 5EE"GENERAL ENERGY NOTES, REQUIRED IN CONNECTION WITH I FOUNDATION ANCHOR STRAPS NOTE n,UHT 3, I 1 1 1 FIELD WORK SETUP/IINSTRLLRTION OF THE I I IS OM REOUI2ES m 12'.W REMOTE OPERABLE t 1 I I I 1 WINDOWS IN ALL FOUNORTIONS. UNIT SHALL BE DONE BY R P.E. OR RA BASED ON SOIL CONDITIONS. I 16. 02D REQUIRES TWO HRNORRILS PER RUN OF STAIRS I I 2°OFFSET W/B"PERM BLK. I SEE NOTE #17 I I IF OPEN ON BOTH SIDES. 1 I o I 4"OFFSET W1IO"OFT.BLKr ———————————————————__________________________ 17. FaROATION PLANS AND DERAILS SHOWN ARE FOR _ IMASONRY CONSTRUCTION.OTHER —— 1USED,CONTINGENT UPON DESIGNING�THE REQUIRED S MAY BE LOADS AND CONSTRUCTED IN ACCORDANCE WITH THE I I APPLICABLE BUILDING CODES AND APPROVED BY THE I I WINDOWS , : 0 LOCAL BUILDING OFFICIAL I I 1 , z 18.3'STANDARD WEIGHT STEEL PIPE COLUMN,ASTM I --------- ------__ —___ I ASDL Fy-36 ks1(nbl,ALLOWABLE CONCENTRIC LORD= ___ 34,000 ahs 19 6'-0"HEIGHT. CAPACITY OF OTHER m TYP. FOUNDRTION PLRN COLUMN FEIGHTS SHALL BE IN ACCORDANCE WITH RISC,MANUAL OF STEEL CONSTRUCTION. SCALE: SEE NOTE•7 SEE ACTURE FLOOR PLAN FOR WIDTH-SEE NOTE•2 r- NOTP ALL MATERIALS 6 LABOR REQUIRED BELOWcC ,y 15 THE 0 RESPONSIBILITY OFBOTTOM OF FLOORJ POIST THE SUTLER SUPPLIEDBY MANUFACTURER OR BOLTSx' P'T•' DETAILS SHOWN ARE SUGGESTEI)ONLY 6 1/ZA7 1/2'(4 GIRDERS) ,�Q�•ST�'� ACTUAL CONSTRUCTION SHALL COMPLY LrZWO 1/r(6 GIRDERS] WITH ALL APPLICABLE CODES INSTALLED BY BUTLER ON SEE NOTE•4L SITE 46"OC. �r C SREC�AUD ( JOIST HANGER �( y u n •u 2.5 SILL PLRTE(SEE NOTE•10 Zs10 SILL PLATE-SEE NOTE•14)��,•, �, ALL k9TERIAL5 6 LABOR REOUIRED BELOW BOTTOM OF FLOOR JOIST IS .Q7� ��pC xx ,•rl•' SEE NOTE•13 6 38 THE RESPONSIBILITY OF TFfl=BUILDER. DETAILS SHOWN ARE SUGGESTED r ]])gSTA,,.CI]` fZrl.GRD m$ .u;. SILL SEALER 1/Z"x9'x12"PLATE FASTENED TO '�(•.e:•Ij 1/-x16°ANCHOR BOLT ONLY 6 ACTUAL_CONSTRUCTION MUST COMPLY WITH ALL APPLICABLE CODES. it .0• GIRDER WITH T4)l6d NAILS. SL_SEPJ�R .. 12'MAY IN FROM EACH CORNER ALTERNATE METHODS OF SUPPORT6 6'-0"OC MAX AND WHICH ARE •,Ii°' MAY BE USED,PROVIDING THEY •I`.•°•-'+� EMBEDDED RT LEAST 7"IN CONCRETE no' ARE CAPABLE OF TRANSFERRING OR IS"IN MASONRY UNITS °'' I/2hr16'ANCHOR BOLT 12"MRX THE DESIGN LORDS FROM THE FLOOR D' ,'u• GIRDERS TO THE FOUNORTION IN FROM EACH CORNER FLNO ' yH:.• il°• EMB )C MAX AND WHICH I ARE ALTERNATE AL BULLS SHALL BE APPROVED (:��.c j11�7 K.,•�.ci�YR;S:rTI�Y"^L SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL EMBEDDED AT LEAST 7°IN CONCRETE BY THE LOCAL BUILDING OFFICIAL. OR 15'IN MASONRY UNITS M FOR UMTS LOCATED IN SEISMIC DESIGN CATEGORY 00,ANCHOR BOLTS S SHALL ALSO BE LOCATED AT INTERIOR BRACED WALL LINES WHEN REQUIRED TO S¢ BE SUPPORTED ON A CONTINUOUS FOUNDATION. SIZES,5PRCING,ETC,SHALL BE SAME AS m ON SILL PLRTE SUPPCRTING EXTERIOR WALLS. zo PLATE WASHERS A MINIMUM OF 0T24k3°x3" tlC SHALL BE PROVIDED BEruFFF7JN THE PLATE AND :;, FIELD WORK THE NUT. g aJ SEE SEISMIC DESIGN FIELD NOTES,BHT 3b. BLOCK OR POURED WALL SIZE CONTINGENT UPON SOIL BEARING CAPACITY. (� FIELD WORK _--___ —_— ___wm --__— — --_ _ __ —___ __ ___ _____ _ —__--__ •°° __ __ __— — — FIN.GAO. ��•'- :n'• —�NOTE•S ¢ 3 •�41i .��- DEPARTMETIfOFSTATE DM,,ON OFBUIIDING STANDARDS AND CODES d •;�•' VAPOR BARRUM ALBANY.NY 122314001 �� � s � !•• - Skimp elAppmvdlorx Syvhm,tivdel or Campanvnl BLOCK OR POURED WALL - SIZE CONTINGENT UPON w M1367 2016-061 10/04/2016 W NO-(S SOD_BEARING CAPACLTT a gt¢r •j a� •'i' T .;T,: 'N�rum 'g Mmufeehvdr Na Apgcolon No DemaTApp-d ym THE INSULATION I5 NOT SHOWN - z Y;}�'J'1.�'* Y V � 5� eu� llW- d.d;::= raduro�d�s�T l� FOR DRAWING CLARITY,SEE SHT 3e A J�.x ;4`•' _ .: �Po+d apt elaW) anwens •1'mm F REQUIREMENTS Ro gpvrddW mlmsreNemmreemvafmnrtsouvenT krdmd4q vom omavmEun Ve �. FOR INSULATION 4"GRAVEL BASE —BY ZwA4-4f A1sa.rdnmlwt tore)yrmdyartdc°m5ravmno�l M1'>+'„Y •�. .kM(L Pddaio,PE AeanA GueeSr D' IAMnmde;PA coNC •�WATERPROOF ETPRN57ION JOINT COVE CONCRETE SLAS ,:+r MASTER SERIES RANCH TEE 4 ELL RATED DRAIN FOUNDRTION PLRN DETRILS 6 NOTES 4°DIA.PERFO {' 4"GRAVEL BASE ° ° ' CRAWL SPACE DETAILS MUNCY HOMES, INC. VAPOR BRRRIER STHEHOWN FOR DRAWING 1567 PR ROUTE 442 4•DIR PERFORATED ORM, SCRLE: 1"=1'-0" OTE INSULATION IS NOT _ MUNCY. PA 17756 CENTER COLUMN CL'RI"'SEE BHT 3. FOR INSULATION REOOIREMENTs DRN BY DATE SCRLE �REV- SHT. NO. SCALE r'=1'-0° SCALE: r 10SCRLE: 1"=1'-0" ORTREIRbE NAME MJL 3-22-91 SHOWN 6-02016 4c 04\4e SEE ELECTRICAL NOTES, NOTES CKTa16 CKTa2 --, L ELECTRICAL LRYOUT IS REPRESENTATIVE ONLY. BHT B.FOR RF'CI CRITERIA __ nr5EE ELECT.NOTE a2 SK B. NOTE a8 UV _______ 2 HEAT LAYOIfT Atm UNCf SIZES ARE REPRESENTATIVE ,_________. .______ ____________ ONLY. _____ __________ ;1 -- - B. SEF SFfT 3e FOR ELECTRIC CIRCUIT SCFEUULE I 19 S 1 1 o-x l L 2 B//''�� B AND GENERAL.NOTES,INSULATION SCHEDULES AND L———— I 3 NOTE a9 0 1 r , DOOR FUD WINDOW U VALUES. I I o IIRII BOX CKTa1 CKT-10 4. SEE 5HT 3b FOR ELECTRICAL NOTES,ELECTRICAL U 2 i -I i L-- 6 HEAT/MECHFMCRERL NOTES. SYMBOLS AND 1 i 19 3 r 5, CI,a 1 i ,;1 CKTall CK'fa12 I 1 5. HEAT LOSS CALCULATIONS ARE AVRB.ABLE UPON 1 F_� I 3 ,1 t,l II REQUEST. i 3 `Q' r--- B I 1�. /1' �1Imp I I CKTaB 6• SEE-ELECTRICAL FIELD NOTES'.NOTE a5,BHT 3b. 1' I L L.1 r 3 I ;`-_-_—_"-- ---""--'I 7. SEE'ELECTRICAL FIELD NOTES,NOTE a2.BHT 3b, I B 'D�1 I I Z 11 B. MAIN PANEL LOCATION FOR UTILITY ROOM OPTION. CKTaS I a, 3 11 I li A LOCATION OF WATER HEATER IF CRAWL SPACE L I 2 'FK'Ta+r 8—11 II OPTION 15 SPECIFIED. 3 S I 3 i l r 1 I I 2009-2015 IRC-s)MIN 24"WIDE.30"DEEP ACCESS L— ,f I, ,1 MUST BE PROVIDED TO WATER HEATERS INSTALLED IN CLOSETS OR ALCOVES,b)30'z 30°CLEAR J S SEE NOTE a6 1 5 13 SEE NOTE a7 2 -6 -- 4� r i i; CONTROLS HEN WTO H I5 PROVIDED AT IN A ROHOEMATER 1, SEE NOTE a6 J - _ �"'---_'I IQ 2012-2015 IRC-SEE BHT 3e,FOR ENERGY NOTE.2L 1, r- ------- `-- II a6 6 6e 3 20 ji 19 3 7 CKTa7 7 3 1 3 3 9 I J 3 6 , CY`Ta20 JQ 5EE NOTE 06 1' ----J ---- '1 i I 3 7 r— I cKTa3 CRAWL SPRCF OPTION i 6 I "B" BOX i120 L—__ I I ;i i 7A 7 F 17 I I 1 II 19 II I 11 20 II ------ TYPICAL ELECTRICAL LAYOUT L 6 SEE ELECT NOTE.2.BHT 3a 12M WATTS I I �1 2000 WATTS I, I, '' I I I li it II II SOD WATTS I RI I 11 1, I BOX 1:---- ----- ----;1 i, L --Sao WATTS i i 0 WATTS Ht5 i I; 9/29/16 -tO&4E iH-1 ' L '1 �T 1 ii fpaQlti6T AP 1 ------------' `-----i H I SEE NOTE a6 ` EE NOTE a6 ;1 2000 WATTS I SEE NOTE a6 I I I BEE NOTE a6 ; 0° .tTl�.�°� i I I i I II I 1; I11811 BOX I 'i SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL I �`- ii it 1250 WATTS J 1000 WATTS J L 2000 WATTS1250 NATTS it -----"-------"------ L - ------1 ---------. ---"- S________ TYPICOL ELECTRIC HEAT LAYOUT DROPS TO BOILER tIN EASEMENT 3990 BTUH 1 r 34-20 BTUH ---- 3990 6TUH 8 1 1 3 0 , 3/4•QJ 3'^ 3/4"(a 'I r 11 __ __`R" _-11 - I{+D R BOX 11 I I I I 1; DEPARTMENTOF STATE 339 0 BTl1Ft t STU 111140 BTUH I I DMSION OF BUILDING STANDARDS AND CODES ;1 I ALerurr.NTtmt-0001 ,1 I 11 � 1 1, aamPmavPm..lro.ar.l.m,noa.l.rc.m�..m M1387 2016-061 10/04/2016 I M.nufeceele Na Py70ce6m Na Dem ofApplwd I T ----- `-- –, I ' –J' NDncemama=dewmhmu�e�wwau.omTnoMmmw 1 ''---- tvdRnw(MoaDa)Ihalmetd�ed¢Nasvdied2Pe vrlmemetamvlry. 1 ,------------' `----- ,,, tldlem.,dermleartev.e®wemmtnel �ldel�laala,aloe 1 % � I i � �I AEede�i�d�eod�yn�py lkecdmr�ay.'Jhumhd CmaFdaan.dORdaL 1 5700 BTUH --- ,1Ir.•-.sL� '+ Bt /dl^#r � -- 1; hM Adda10.PE ANnO Dlmeml O IAnAeedey RA I 3/4-0 " u , 3/4 "B" BOX i °� �i Ll , MRSTEI2 SERIES 1 RANCH MODELS 3/4" 3 I 3/4. I I ELECTRICAL 6 HERT LAYOUT „ --_-- 3990 BTUH --'- ZBSO BTl)H 5700 BTUH --rn X90 67uH --,_--�� MUNCY HOMES, INC. ----=-----=------- 1567 PR ROUTE 442 MUNCY, PR 17756 TYPICAL HYDRONIC HEAT LAYOUT DRN BY I DATE I SCRLE I REV. HT. N0. DATABASEOS\Sa NAME MJL 1 3-22-91 1/4"=1'-0" 6-01-2016 S. SEE ELECTRICAL NOTES, CKT-+ NQ� 5HT 3.FOR AFCI CRITERIA ,) L ELECTRICAL LAYOUT IS REPRESENTATIVE ONLY. SEE F1.ECT.NOTE s2.SHT 3n CKTsl CKinl6 CKTs2 2 OHu-BRI V8 8T,LAYDUi AND UNIT SIZES ARE REPRESENTATIVE 3. SEE SffT B.FOR ELECTRIC CIRCUIT SCHEOLLE ,lV AND GENERAL NOTES,INSLIATION SCFEDULES AND 1 CKT-8 =____------ DOOR AND WAR70W U VALUES. 6 ______ _, i 1 ; a__, ___ _'1 4. SEE BHT 3b FOR ELECTRICAL NOTES,ELECTRICAL 1 1 FIELD NOTES.ELECTRICAL SYMBOLS AND i 3 2 s4 F—ID•1 ;i 5. ERT/LOSSRCICRLULN NOTES ARE AVAILABLE UPON REQUEST. Il�tll BOX CKTa 3 J i J I; B. SEE'ELECTRICAL FIELD NOTES",NOTE s5.SFR 3b. BOX ' 1 fl , 1 i I, 7. SEE"ELECTRICAL FIELD NOTES".NOTE a5.BHT 3b I� II ' ' " " ��- s; B. LOCATION OF WATER HEATER IF CRAWL SPACE C 6 6 BOX _ OPTION 15 SPECIFIED. 2009-2015 IRC- )MIN 24'WIDE x 30'DEEP ACCESS IB i i Q 2 MUST BE PROVIDED TO WATER HEATERS INSTALLED 3 I 2 sl9 O IN CLOSETS OR ALCOVES,b)Mr x 30'CLEAR 1 _ FERTER :19 i ' DROPS TO BOILER IN BASEMENT FLOOR SPACE N PROVIDED AT WATER CONTROLS WHEN WH IS IN3.RLLEO IN R ROOM. CKTs3 i 1 i ' ' I I�',� A W B. ZD72-2015 IRC-SEE SHT 3n.FOR ENERGY NOTE n2L 6 � l.J" 8 SEE NOTE a7 ___ 6 ,T�p 3/4"Q g i� I1L 1 $ 2 2 "-UOI-----SW_-'1 �— -'3-- 6Z/0 BTUH y t 3 cKr:s 5 3 5 ---- 20---- i "� CKT SEE NOTE s7 ��3/4` 4560 STUH ---_u J� SE443 5TUH F NOTE-7'4.. 7 1 18 ' EE NOTE a7 19 ; 1 1' 3/4" , 18 US ,& , CKTs20 _ �____ ; 6 IB SEE NOTE a6 i ! i; 4560 BTUH Ilnll BOX ------ i� iB 1B $ ; 11B11 BOX 11011 BOX 11D11 BOX 3/4`QJ " 7 181 1 I ;� 7 KTn18 L 18 ' 5 ___, 1 7 5 ' __ ' 1 ii 3990 BTUH 3/4"Qf l 1 1 _____________r_____, 3/v , •---------------' ; 18 •--� 1 "': I �; �' I. ; 7 s 65 5 SEE ELECT.NOTE o2,SHY B. 1 is �J 3/4"H I i; L`NOTE s8 1710 BTUH �WN'i i1CCEH51 7 7 188 IPANELI 11B11 BOX y 2280 BTUH ; TYPICAL ELECTRICAL LAYOUT . `WASH �` DRY 2BSO STUN y 3/4"rQ y� CRRW _SPR OPTION 3/4"o 31V 0 i F L`3/4•� 6270 BTUH 2000 WATTS I 1000 NRTTS i _____DO WATTS j I I I 11R11 BOX LF— H-1 I 11 I I SPACE RESERVED FOR NEN YORK STAMP OF APPROVAL SEE NOT s7 1250 WATTS "C" BOX I "D" BOX I ---- Yi 5700 BTUH F F 5700 BTUH L• I I ------ I H-3 I 1500 WATTS SEE NOTE e7 H-5 TYPICAL HYDRONIC HEAT LAYOUT I ' ,I I II• ,'1 II I, 1 H-2 `--- ___________------------ -1 I DEPAKrMENrOFSTATE J I; 1, I '1 I, I, SDO NRTTS i � ' I1111 DMSION OF BU IID NGSTgNDRRDS FNO CODES B BOX moo WATTS I alenxr,Nr tmwoot T H� -- ; Sbmp afAppmr.iforx SpLm,tlodo)or Campon.nl I I i M1387 2016-061 10/04/2016 I I I III NDncell. mdNbry�Om m cd. daoel+dwt�.Sd -e wd 1000 WATTS I buWnps{6toam)umae tab6�edmd�tlNtlllefatlo/mmdamueietmLl T*wm.l�lbn�.dw 2000 WATTS aran:>mtton�gpmem�nass I L 11 t ncden3adnn%Immpycllamdfao,q�mr+lA untdccdeFxamlaomd9. I I BEE NOTE s8 9/29/16 I �t�tisq MASTER SERIES c A SPLIT TEE & ELL, RRNCH TEE & ELL 1500 WATTS I I 2000 WATTS ) ELECTRICRL & HERT LRYOUT J call 079131�� MUNCY HOMES, INC. �tsrlt�� 1567 PR ROUTE 442 TYPICAL ELECTRIC HEAT LAYOUT MUNCY, PR 17756 DRN BY DRTE I SCRLE I REV. ISHT. NO. Dgig8R5E NAME MJL 3-22-91 1/4"=1'-0" 6-01-2016 Sd ossd IrNOTES �I L KITCHENS MAY BE ROTATED 90 OR 160 DEGREES 2 KITCHENS MAY BE REVERSED IN EITHER DIRECTION.IN PART PHRT OR IN ITS ENTIRETY. I CABINETS MAY BE OMITTED TO ALLOW FOR EUI-T-IN APPLIANCES. 4 APPLIANCES MAY E BY MANUFACTURER OR BUILDER. S. �NGE HOODS SHALL BE VENTED TO THE EXTERIOR elt•1 dd.l W1 cA•1 dhl W.l ek.l W.l dtl STWAING Bli12 .kbl ekhl Rq �aN �a i i II pRpEVIDE7]oURCE OF NATURAL VENTILATION L5 NOT ! �❑ �2 I}2 _ I cktu4 E WINDOW OVER SIM:MAY E OMITTED PROVIDED.LIGHT `M'1 6 0 RANGE HOOD i i-i_ G ���, ' I 7. BARS OREXTENDEDCOUNTERSSMAY�EEADDED TO 1 1 RANGE HOOD I IW r ALL KITCHENS.CLFARFNCES SHALL BE PROVIDED PER 0 RANGE(HOOD E1 i- TYPICAL ; i RANGE H000 L RANGE HOOD R OPT.ISLAND TYPICAL 1 L-N F TYPICAL B. UOUO-ZS MAY BE INSTALLED UNDER BAR OR EMENDED dd.2 r- -r---. , TYPICAL COUNTIIL R SUPPORT MAY BE PROVIDED BY WOOD OR 1 I 1 I i i H rkt z i i K O _W_ ckt°4 S. CRBINEr5 AVAILABLE UNDER OR ABOVE ERRS OR EXTENDED RIF, METAL LEGS. I I I ____ 1 ` , , ,�___ 1 I , II � 1 _M�___ �z m.z at.z y- D OR i 1 I O e 2 ex.z amu^ COUNTERS MAY OPEN EITHER ONE SLOE OR BOTH BE RME SIDES. I 2 cHx r.r.r PFI ra-1 1}I I"r I a!•z a!n C.' 1a OMITTED SPROVIDED APPLICABLECODES AND 0.ERRFlNCES rni STEP DOWN OR OF ERI Gn I ARE COMPLIED WITH. 1 7F 1L PARTIAL R ENTIRE KITCHENS AND/OR BATHS MAY BE PLAN 1 PLAN 2 PLAN 3 PLAN 4 PLAN 5 Ir'i OMITTED TO ALLOW FOR INSTALLATION ON SITE 13T I 1 BUILDER FER APPLICABLE CODES. I1 1 12 BATHS MAY E REVERSED IN PART R IN TF®2 ENTIRETY. �j 13. BATHS MAY BE ROTATED 90 R 180 DEGREES. 14. BATH,GARDEN AND WHIRLPOOL TUBS MAY BE INTERCHANGED. I ` % IS. VANITIES MAY E SINGLE OR DOUBLE BOWL ck!°4ID ALL BATHS SHALL HAVE EXHAUST FANS OR FRN/LIGHT COMBINATION THAT ARE VENTED TO EXTERIOR 17. ALL BATHS SHALL HAVE A MEDICINE CABINET. ,r�i 1 •r 11L SE SHTS 5 FOR TYP.ELECTRICAL LAYOUTS Lae LEA 19. BATHS ARE AVRI ISLE WITH HEAT LAMP OPTION. 20. TUBS AREIN SOME L AYOUTSO°AND SHALL EV AILABLE WIRED IN ACCORDANCCEHWITH NEC AND MANUFRCTUREFS RECOMENDATIONS. • Y fjj � 2L SE NOTES.3,a4.n5 OF SHT 1. ii 22 SEE GENERAL NOTES-L NOTE-13.STAT 3b. --------- ;a 2009-2015 IRC(62¢475)-GAS HOUSEHOLD COOKING 1 1 APPLIANCES SHALL HAVE R MIN.30"CLE RRNWNCE TO R B C D E F G ; i COMBUSTIBLE MATERIALS ABOVE. I 1 LF 1 I I I I 1 MJisd �Ji-". ed I I ■ . -�- .-1 1 H I J K L ❑ 9119 ® ❑ ❑ F AIR GRP JJ�L a c ® ® ® ® TYP.AIR GAP DETAIL .. TYPICRL ELFCTRTCRL PRNFL SCHEDULE TYPICAL FRCTORY GROUNDING METHODS FOR METRL BOXES FOR AN OVER THE RIM UB OU TUBS, NOTES: LI L GROUND WSPOUT d GARDENTUBS). I .07 FOR EXTERIOR RECEPTACLES. FDfTURE WIRE FIXTURE WIRE �y�, SEE ELECTRICAL NOTE•2. SHY S FOR RFCI CRITERIA. O O •RIE'STA S. SE ELECTRICAL NOTES, SHY 3, 200 RMP MAIN NODI TYP. OPT. FIREPLACE 1,_B. p,pR SQUARE.ROUND FLOOR SYSTEM OF FIREPLACE NJ' � Rem` OR OCTAGONAL MIRY E DESIGNED SO THAT NO SCALE: 1/¢"=1'-0" P MIL /�2°°9-2°!5]RC. SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL R METAL BOX FOUNOATIDN SUPPORT ZS REO ORE0. per• USI I I `F I SMALL APPLIANCE , SMALL APPLIANCE �' FO FOUNDATION 5UPP RT RREGU MANUFACTURER FUIREMENTS. MAN. WALL I{I1 MIN.F GENERAL ILLUMINATION 3 BHTHO _ GENERAL ILLUMINATION 5 ° WHIRLPOOL TUB(OPT. B NUT 11 O LAV 2'-6" I(EXTERIOR WALL Ld IF GENERAL ILLUMINATION 7 5 GENERAL ILLUMINATION �B<9 TYP tiO i I OFT.PRE-MRNUFACTURED FIREPLACE INSTALLED VW1 O RANGE 9 8 GENERAL ILLUMINATION ROUND ~� p49 ROUND A� 1 I IN ACCORORNCE WITH MANUFACTURERS a SCREW O SCREW ZQ INSTALLATION INSTRUCTIONS.SE FIELD 10 WATER HEATER I�1 NOTE°7 OF OWGS 2 SE GENERAL NOTES-2 �Ap � P-R'MIN CLEARANCE IN FRONT WASHER(OPTJ I1 O °SE°ENERRGGY N�d7 OF DWNOTE G °6 OF DWG 3b Z OF SHOWER OPENQNG. o MANUFACTURER HAS OPTION OF PROVIDING CHASE MIN. COOKfOP 13 12 DRYER(OPTJ 3-WIRE FEED 2-WIRE F® > AND RO FOR ON SITE INSTALLATION OF FIREPLACE TIlO SHOWER 1024 S.I.MIN. BY BUILDER EQUIPMENT SHALL E INSTALLED IN SIIN OR o u °B GROUPED TYPTCAll A-WTRF GRO NONG JUNCTION TYPTCAI_ 7-WTRF GROl1NOTNG JLINCTTON I I ACCORDANCE WITH MANUFACTURER'S INSTALLATION DISHWASHER(CPT] 15 14 1 EMBED 1I INSTRUCTIONS AND GOVERNING CODES. �I MICROWAVE(OPTJ 17 p �m i i TOR�TURERTH SOPTION PTIOONRNO Ot c VUE G CHASE WALL J' SPARE 16 GARBAGE DISPOSAL SPARE SPARE ,FIELD OTHERS 4.11E: z FIXTURE WIRE !! TYP. FIXTURF Cl FRRRNCFS WORK Sf OI F.NT.S SPARE SPRRE BARE GROUNDRED SPARE SPARE WIREBLACK • SPARE SPARE NUTNOTE 24" ELECTRIC HEAT=H-1 — 2 _ELECAOC_HEAT= --_-_ ___ —_---_ ___ WITCHED TOSWITCH is - MILBOX USING RRE ELECTRIC FrcAT FH3 4 ELECTRIC FEAT ROUpRpSOREWSG ' , DBUILD GSTANARDSrIENTOFSTATE OMSION OFfiBAW,NY=1AR01 ANO CODE9 4-FAWG Mf N Rz TWNN TO BOX Al51UIY,NY Ami-0001GSCSCK387 2016-061 10/04/2016 Mmdm6d.Nm App6o°Eon N° O.bdAppmd 200 AMP WIRE F® , NOIW mp°WdFIELD NOTES FIELD NOTES MAIN PRNEL MO RMP sly i' I. __. t (xmallum�r °Hma alreLaaTm.00-emetsn°vT MAIN .is r . j r-• `� TED.tea dml aN d ex.m..rt.e.a on ate/am ma°ma. 40 SINf'LE 015c,-T F", n AlI, amdsamh.Lh.Wp dd-..ft BREAHO:R 1NSTP.LLATION: POLE SPACES °17 5 m SINGLE METAL BOX TO BE USED I r I I I I McR°ndmed meApHe+t.,,edra�wdyVmkW� EiammeOff-L SERVICE ENTRANCE BREAKER 15 CABLE OLE SPR °� FOR WATER HEATER TO MAIN B R 4-/0 L MI BE SINGLE POLE BREAKER- KTN9 DISCONNECT SWITCH I 1 �. 11 I 1 RIE COPPER OR 4/0 ALUMINUM BLACK OR COMMON WIRE IS PUT UHALtOt I I I I1 "•.�� IV #r SUPPLIED 6]NSAALLm BY OTHERS SCREW TAB ON BREAKER. 11x1 AMP I 1I 1I JoM,RAdd°fo PE,Actlnp Necmr IAndmda;RA WHITE OR NEUTRRL WIRE 15 PUT UNDER ISO AMP ALL WIRES ARE TIGHTENED UNDER SCREW IN NEUTRAL EM TORQUES AS SPECIFIED IN MRNUFRCTURERS BARE COPPER GROUND LS PUi llNDER INSTRUCTIONS DEPENDING ON CRUSE SCREW IN GROUND EAR THIS PANEL.15 I ITN=FOR I OF Wry EXCESS CIRCUITS AND INSTRLIMASTER SERIES THE PRNE1 Bax S Bormm USING A °SAME AS°sm LE�POLE WITH THiE 5 P��D ` r '.` r• RLL MODELS ONLY WHEN WAIN rs FULL Bl'NOING SCREW THROUGH THE AOOL710N OF A SECOND'TROP WIRE RPD NEurw L eaa INTO THE 80'(°p'uG ICE°DOUBLLEECOPOOLE E��IN INSTp I R � � r MISCELLRNEOUS DETRILS BY'OTHERS O THE THE INTERIOR METAL WATER PIPING WORK SERVICE LIPMENrSTSrEM SHALL BE�RE, � MUNCY HOMES, INC. THE GROUNDED CONDUCTOR AT THE SERVICE,THE GROUNDING ELECTRODE S=F-OR THE NE OR MORE 567 PR ROUTE 442 S� TO THE ONE SU MORE TYP. sue-F FD DETAIL CLOSET CONFIGURATIONS GROUNDING ELECTRODES LEM THE MUNCY, PR 17756 POINTS IF ATTACHMENT BE nrSt?.srrar c OF TIS 1-THE MAIN PANEL BOX IS A 5OURRE D-00140MZOO OR EOURL SCPLE: 1/¢=V-0" DRN BY DATE SCALE REV. SRT. N0. BONDING.CAP THIS S TD BE GONE ON SATE 2-THE SUB PANEL BOX 1S R SQUARE 0-00120M100 OR EQUAL GGOOV�CODES L2TFI ML 3-22-91 NONE 6-01-2016 6a BY OATRBRSE NAME O6\6s 3"VTR VRCUUM RELIEF VALVE REQUIRED ON THE SUPPLY-SIDE OT L FOR APPLICABLE NOTES,SEE BHT 3b. OF WATER HEATERS FOR MR AND ME. 2006-2015 IRC TAR OR CAULK AROUND �6 NY-VACUUM RELIEF VALVE REQUIRED ON THE SUPPLY- 2. R PIPING FOR RELIEF VRLVE,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"MIR AIR GRP. SLEEVE RUBBER TdP VALVE BASEMENT-TO EXTEND BELOW FIRST FLOOR AND BOOT SHUT-RFF DIRECTED SAFELY TO EXTERIOR WITH DIRECTION 12"MIN TYP. FLASHING EXPOSED VOR COPPER T6P DISCHARGE PIPE(SAME DIAM. DOWNWARDTO BENT6�R��GRP.MORR IR DIRECTED SAFELY VALVE OUTLETI DRAINED TO PAN 2009 IRC) (MASS)3"VENT EXTENDS ON DOWN SIDE 5 IRC-1"PE OK FOR 3/4°T6P OUTLET. EL AN ADEQUATELY RATED TEMP AND PRESSURE RELIEF 1B"TO 24"ABOVE AND VALVE IS TO BE PROVIDED. 12"BELOW ROOF. DRYWALL COMPOUND TUB OR SHOWER DRAIN DISCHARGE PIPE MUST DRF24 INTO AN INDIRECT C.LOCRTION OF WATER HERTER: (RD ALL VENTS SHALL USED RT RLL PIPE TE RECEPTOR(NOT INTO THE PRN]FOR MR 6 NJ. D.QRWI,SPACE-WATER HEATER IN EMIT.OPT. EXTEND 3°IN DIA. £ 1x2 fN_L.4 SIDES) TE RECEPTOR DRAIN PIPE MAY BE PVC, INSTALLATION IN BSMT OR RR UNITS SEE FLOOR PLAN. PENETRRTICNS FASTENED S DECKING12"ABOVE RD 24" DIAM(min)FOR MR,2"DIRM(min)FOR NJ. BASEMENT OR RAISED RANCH-WATER HEATER IN BSMT FIELD A15TRLLED BY ER STATES MAY RLSO DRAIN THE T&P 015CHRRGEBELOW ROOF. = TYP,FLOOR DECKING OTHERS 2"AIR GRP TYP EXCEPT: SIDE THE DRAIN PRN RS DESCRIBED FOR MR 6 NJ 3. SEE SHEET 6e FOR TYPICAL FIXTURE CLEARANCES-6"AIR GAP FOR NY. 4. INTERCONNECTION OF PLUMBING BELOW FLOOR TO BE (ME)3'VENT EXTENDS ACHIEVED IN FIELD BY BUILDER IN ACCORDANCE WITH 24"ABOVE ROOF fowl. � -2015 IRC-6"MAX,2x PIPE DOZ50",24g GALVANIZED STEEL PRN. GOVERNING CODES. 3"to Z'OR 1-1/2"REDUCER TYPICAL DIPM.MIN. ERRD EXTENDS 12'BELOW FDR 2015 IRC,REDUCER TD OCCUR 12" ECTRIC WAT HEFlTERS ALLOWED IN R HIGH- 5. I[R1gL PLUMBgING SCHEMA7�C5 RVRILRBL.E UPON ROOF(mW. INSIDE THE THERMAL ENVELOPE IN AREAS TLP FLOOR JOIST ACT PLASTIC PAN 0035"MIN THICKNESS AS AN REQUEST FOR COMPLETION IN FIELD(NOT PART OF RPPRDVALInJY)3"VENT EXTENDS LTHERE THE 975%VRLVE FOR OUTSIDE DESIGN 1/2" MIN.ORYNRLL FIELD FIN FLOORTION PAN 15"DEEP MIN(Z°MIN FOR MR) S. IDIVIDUAL FDnLRE SHUT-OFF VALVES ARE OPT.OR RS I8"ABOVE ROOF IF ROOF TEMP IS 0-deg F OR LESS-SEE FIG R30L2(D. INSTAL.L.ED BY OTHERS AFTER UM.PRN RT 0.0236"THKNS ALLOWED FOR 2015 IRC. CODE-FREEREQUIES 1x2 FRAMING IS SECURED TO MIN CPVC 7. FROSCONNE E(T.HOSE BIBBS RRE OPT.OR RS REED. USED FDR ASSEMBLY, DECKING 1"PVC ELL p.�7��CONNECTION A VENTS TD BE FACTORY MROE VENT TO EXTEND T WHEREPRRCTICFlLABOVE CE03NG RBOVE THE ROOF. 9. WET VENTING IS ALLOWED WHEN DONE IN ACCORDANCE V NT THRU ROOF DETATI_ FTRF STOP RT TUB RND SHOWER- FTFI O INDIRECTLY TO R HAZARD FREEWITH coVERNING CODES. LOCATION TO BE APPROVED BY 10. IN 2 STORY UNITS,PLUMBING SYSTEMS ARE SEPARATE FRCTORY TNSTRI I RTION 77}}{{��ORRIN LINES UPSTRIRS ARE NOT CONNECTED TO VENT TO HOME OCAL BUILDING OFFICIAL MES DOWNSTAIRS.VENT LINES FOR DOWNSTRIR5„F)RE SEE ALSO PLUMBING NOTE-35.BHT 3b SUPPLY FOUNDATION(FIELD) FACTORY INSTALLED UPSTAIRS GRAIN LINE FOR u TAIRS .RODENT PROOF ARE FACTORY INSTALLED DOWNSTAIRS PLUMBING IN 2ND STORY FLR TO BE INSTRII BY OTHERS IN FIELD THRU ENTRANCE(FIELD) UNFIN CLG B&DW PLUMBING LINES BLOB TO COMPLETE CLG FM AFTER PLUMBING IS IN5TRLIED AND TESTED (FIFE()) ' _3/4"INLET(FIELD) PER LOCAL CODES 11 FOR STATES SUBJECT TO FROST CLOSURE, MRIN SHUT- VENTS TO BE CONNECTED TO 3"VENT STACK OR OFF ff7fLD1 EXPANDED TO 3"VTR AT LEAST 12"BELOW ROOF. 12 ACCESSIBLE TRAPS ONLY SHALL BE REMOVABLE WITH CONNECTION TO SINK FIXTURE CONNECTION TD WC WRTFR HFRTFR SLIPPI Y - PR, NY, TRC UNITS, UNION IP1 TRAP BERL OR HAVE CLERNOUT OPENING SRME FACTORY d FTFI D TNSTRI I RTTON SIZE A5 TRAP MCCE55IBL.E TRAPS SHALL NOT HAVE 5HUT-OFFS AND UNIONS,CLERNOUTS OR SLIP JOINTS WASHER HOOK-UPS FOR WRTFR HFRTFRS FACTORY TNSTRI.LED, 13. WHEN VINYL IS INSTALLED ON FLOORS IN BATHS OR NOTES: UTILITY AREAS,VINYL CAULKING I5 APPLIED AROUND OPT.5HUT-OFF5 1/Z' OPT.SHUT-0FF 1-FUEL-FIRED WATER HEATERS SHALL NOT BE INSTALLED WATER CLOSET. AND EITHER 6 FOOT FOR FIBERGLASS SHOWER IN R SLEEPING ROOM,BATHROOM OR R CLOSET ACCESSED BATH(WITH SHOWER)WALLS OR 6 FOOT THROUGH R SLEEPING ROOM OR BATHROOM. FACT MOISTURE RESISTANT GYPSUM WALL PROVIDED IN 2-INSTALLATION SHALL BE PROTECTED FROM FREEZING FACTORY FOR SITE APPLIED TILE DR 6 VIDEFOOT HIGH PRESSURE TEMPERATURE RELIEF VALVE SHALL PIPE TO R VISIBLE MOISTURE RESISTANT GYPSUM WRPLJLL PROVIDED IN ND RIR GAP AT FLOOR IN THE 5RME SPACE AS WATER HERTER BATHS,R FACTORY. VINYL CAULKING 25 APPLIED PIS LA ID LZ' .Y/2" 3-WHEN WH IS ON FIRST OR SECOND FLOOR R PAN SHALL BE PROVIDED UNDER CARPET EWATER CLOSET IS ECAAUULL KED W/VINYL 6 ITS DRAIN SHALL PIPE BELOW FIRST FLOOR IDRRIN PROVIDED IN THEN CARPET IS INSTALLED. FM FLOOR OFT.SHUT-OFFS FIN.FLOOR PLANT FOR SECOND FLOOR UNITS),DRRLHI SHALL PIPE 6 DISCHARGE 14. DRAIN SIZE FOR 3 WATER CLOSETS SHRLL BE 4"MM i INDIRECTLY TO A HAZARD FREE POINT. 15 • 1 ESN.F{.00� C RTHE PAN D SHALL RLBE NOSUFFICIENT SIZE AND SHAPE TO THC)POTABLE NATER SUPPLY OUTLETS SHALL HAVE H I Ally FLOOR ' RECEIVE ALL DRIPPING OR CONDENSATE FROM THE WATER HERTER. FLOOD-LEVEL pIDE AN PIR GRP COMPLYING WITH POR RECEPTACLE, 023p LE,TO H 1 4-TPNKLF55 WH DOES NOT REQUIRE R PRN 2012-15 IRC) C H 1 (; C 16 IN TWO-FAMILY OR MULTIPLE DWELLINGS,SUPPLIED), THE ITH KTTCHFN STNK RND LRVATORY SUPPLY TUB/SHOW R SUPPLY WRSHFR SUPPLY WATER OS T S PP Y WATER SUPPLY PIPING SHALL R UPPLTf41 PIPING ONE VALVE TO SHUT OFF THE WATER SUPPLY TO PIPING FRCTORY TNSTRI IATTON FRCTORY IN4TRIIRTTON FACTORY TNSTRI IRTION. FRCTORY TNSTRI IATION, _- FIXTURES TE EQUIPMENT IN EACH DWELLING UNIT WITHOUT INTERFERENCE WITH THE WATER SUPPLY TO OTHER DWELLING UNITS,OR OTHER PORTIONS OF THE BUILDING.SUCH DWELLING UNIT CONTROL VALVES 5HRLL �3„VTR BE LOCATED WITHIN THE DWELLING UNIT 50 CONTROLLED. 17. (IRC)AIR ADMITTANCE VALVES SHALL COMPLY WITH SECTION P3114 � 18 (IRC)VENTS FOR FUTURE FIXTURES SHALL COMPLY 1 i WITH SECTION PM046 i s 3"VTR J 3"VTR �i TI.,/1 1/P 3a'HMIINN.4 i-MASS 2"STRDPIPE 38°to 30"MAINE 1 1 1/2" ' 1 I I ( 1 1/2" 4 F,SRN,TEE SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL FTN FLOOR ,z,P LEL" - j FIN FL= � SRN.TEE 6"TO 18" OPT.DBL BOWL FOR MAINE 2„ SAN.TEE SAY TEE i ,� �'i . '°�r / i 1 1 1/Y'P-TRRPr 2"P-TRAP FM FLOOR ti / ' FIN FLOOR 2„ 2" L 1%Z' 2"P-TRAPP-SRF3 TAfi' SHOWFR DRAIN d VENT BRTHTLIB DRRTN R VENT IRVATORY DRRIN 6 VENT WRSHFR DRRIN d VENT FR.TORY TNSTRLLRTTON, FRCTORY TNSTRf_I FD, FACTORY INSTRLLED FRCTORY TNSTR D ° 3'VTR 3"VTR 3"VIR DEPARTMENT OFSTATE DISHWASHER(OFT)1 ORRIN LOOPED VENT 6 DRAIN LINES FUTURE VENT MAY BE I DMSION OF BUILDIN STANDARDS AND CODES i i DELETED WHEN CLOTHES i ALBANY.NY 12131-0001 UNDER CT.OR THRU AIR GRP FROM tad FLR ON SITE t a WASHER IS ON FIRST OR -Stamp of Approval for Sysleny Modeler Component PER MPNUF INSTRUCTIONS BY BUILDER RD RRE NOT I 3"VTR FROM 1 1 SECOND FLOOR ' TO BE TIED INT.VENTING „-1st FLP_FIXTURES 1 + 1 M1387 2017-123 10120/2017 i ' FROM 1st FLR FIXTURES 1 ' 1 L2" a 1 1 IN. 1 I 2„ �y Manufadwers No AppTimtlon Na Dale olAppmval SINK DRAINS ' �,/—O.W i 3° j FORMAINEj NOTICE TW-pp-al mlmeappFad oledar�idbass�emoble®"d a�lN�fe maa+�Gwrcl(a ay. VENT 3"DRAIN FOR t 1 f T TN+appmal slmnm retire tie mvwamim Bmn respanv3wybreanam�s,ams i t 7 1 oranialm bom Iae eppmred doc .I,. DISPOSAL 1 i 2nd FLR PLUMBING ± 1 SEE DTE a18 Aoem re)alMfxadcm�DeJMmred fuappmval bymolaW coda Enm mmlomciaL (OPT) DISPOSAL , �! 11 (OPT) r i i //�1Z.= BYb 45}1L5 tl 45�ELL5 1 1 1 JohR{t Addado,PE,Actlng Oiredar DarylAndreades,(tA t f 1 \—SAN TEE CONT.WRSTE �,,f 2" TEE t ; S MASTER SERIES J T T 4'503"W C. T T 4NY W.C. CONT.WASTE 1 "• "Y"BRANCH FITTING ' FLANGE t FLANGE •1 1/2"P-TARP 2"P-YRAP FTN FLOOR 1 FIN.FLOOR. RLL MODELS FM FLOOR s �\ i - "ll�CRPPED 6 LABELED PLUMBING FIN.FLOOR FIN,FLOOR FM •2"W/DISF(WRSHER OR AS CODE REQUIRES FLOOR MUNCY HOMES, INC. 1567 PR ROUTE 442 KTT.H N SINK DRRTN 6 VENT OPTTONRL DISHWRSHER_ RISER SCHEMRTTC MAIN VFNTSTRCKy&jn[a• SECONDRRY VENT STACK 6 W.C.. F T IR V NT TN TR D FOR MR RND NH FR.TORY TNSTR RTTON FR-TORY TNSTR RTION C132E_)NTT FACTORY IN5TR I RTiON FRCTORY INSTRLLRTION- RND AS OD R 0 TR S, OR RT BUT)D RS R b 1 ST MUNCY. PR 17756 SEE SHEET 3b, GENERAL PLUMBING FRCTORY TNSTR IFR.TORY TNSTR I RTTON. EACH VERTICAL UNIT SHALL HAVE ONE (FRCTORY TNSTRI I RTTON FOR 19RSEMF-NT MOOEI S) NOTES NOT FOR KY) MAIN 3 INCH MINIMUM STACK DRN BY DATE SCALE REV. STT. N0. ORTABRSE NAME MJL 3-22-91 NONE 1 8-18-2017 1 6b O6\6b DETAIL #1 7/16"MM WOOD STRUCTURAL SHERTHING RFFLIEO AS FOLLOWS DETAIL �2 3/6"MIN WOOD RUCTURAL�FJaTFRNG RPPLTFD RS FOLLOWS, NOTES SHEATHING TO HEADER CONNECTION' SHEATHING TE HERDER CONNECTION: 0131"x 2 1/2'(od)MLN.IN 3°GRID PATTERN IF'C5-YF'METHOD BRACED 4131°x 2 I/2°(Bd)MDL IN 3'GRID PATTERN g'AFH°METHOD BRACED FACTORY CONNECTION FACTORY WNNETTION L FOR FASTENINGS NOT SPECIFICALLY ADDRESSED SHEgTFiIING TO FRAMING STUDS CONNECTION WALL CONSTRUCTION IS STEAT}�NG TO FRAMING STUDS CONNECTION: WALL CONSTRUCTION IS ON THIS SHEET.SEE 0131"x 2 I/2"coda MIN.3'C.C. USED ON THIS SIDE OF Ti-ESED ON THIS SIDE OF THE G SCHEDULE FIELD CONNECTION OPENING AS WELL,BUD)) 4131"x 2 1/2'(6d)M R 3"O.C. OPENING AS WELL BUILD FLED INSTALLED ST-ERTHING TO FRAMING STUDS CONNECTION HERDER CONNECTION PER FIELD CONNECTION HERDER CONNECTION PER 0131"x 2 1/T'(od)MIN 3'OG OETRD_AT LEFT. FIELD INEiTR11..Ep SHEATHING TO FRAMING STLI15 CONNECTION DETAIL AT LEFT. 0131°x 2 1/2°(&D MIN.3'0 G Ik MIN 3'X It 1/4"FEAOER(M MIN 3'X U.U4°FERDER(ST I• mEPTH MAT BE MORE DEPENDING ON SPAM II I• 77. IDEM MAY BE MORE DEPENDING ON 5FFM II HEADER TO JACK STUD CONNECTION I •I HERDER TO JACK STUD CONNECTION OPFA?l�G IDSID�EaIOPP OPPOSITE SHEATHING:F I I Fq6 T INSTFLLED ON BOTH ENDS OF OPQNIING.SIDE OPPOSITE SHEATHING: II STRAP TO HAVE 1000 m U*I CAPACITY(2009) STRAP TO HRVE LOCO m WrO CSPRCITY QDOW m sruos MIN. I I srRaP TO HAVE 4100 m(mW caFacrrr czD121 I I MX ro HAVE 4mo m(D W CAPACITY r2011, STRAP TO HAVE 3M m DDW CAPACITY C20M III 07 57UOS MIN. II. STRAP TO HAVE 3675 m fn"CAPACITY(2015] III I• FASTEN PLATE TO HERDER W/ 2 II FASTEN PLATE TO HEADER W/ 0 ROWS OF 16d SINKERS AT 3'ac 2015 IRC-°C5-PF°METHOD III C0 •I,I 0 ROWS OF 16d SINKERS AT 3'oc °PFH°METHOD BRACED I I I BRACED WALL PANELS BUILT W I.I. WALL PANELS BUILT AS = I•, AS SHOWN SHALL CONTRIBUTE 2 SHOWN SHALL BE ALLOWED 1-SX THEIR RCNflL LENGTH III :I:I I I. of NORMAL A V LENGTH I I I TO THE TOTAL BRACED WALL I,I- —I" IF PANEL SPLICES OCCi1R,THEY LENGTH REOUD2ED FOR III Cc I.I- _ IF PANEL SPLICES OCCUR,THEY PANEL REGU7RE0 I I I 3 MUST BE WITHIN 24°OF SEISMIC ZONES A.B 6 C. 3 I• MUST BE WITHIN 24"OF MID-FFIGH MID-HEIGHT.BLOCKING REO'D. •• T.BLOCKING REQ` I:: I. E •I'I i I; IEr EMTINN..FOR 9'--O"WALL A L HEIGHTT HT "Ls CONSTRRUUC°TIIONRNO BRACED WALL III � 1" I"I" 16•MIN.5I74GLE STORY �15TTRUCTION�NOOTT SHOWN --oo 2P MIN.FOR 10-0"WALL HEIGHT TF95 SIDE OF OPENING. III O I I"' 24"MIN.FIRST FLOOR OF 2-57ORT TE05 SIDE OF OPENING. I.. 0-O"MIN TO 1B'-0"MAK III :I,I I,I, B-0"MIN.TO 161-0'MRK 0 1/Z°MIN.ANCHOR BOLT III I.I I.I, 5/6°MIN.ANCHOR BOLT v/Z' I I I v/2°50:3/15.FLAT WASHER 50 x 3/16 FLAT WASHER 1000 LB CAPACITY(mW BY BUILDER-REF 840316 IfI PLACED MID-POr-TT ELMDERa REF R40316Y FROM TIE -STUO(SE1 0 CONNECTION FOUNDATION II EMBEDDED INTO SOLE PLATE(FACTORY) IlI _ SOLE PLATE(FACTORY) TIE-DOWN TO DE THE CONCRETE. ..15�. SDI.PLATE QLD) I I__a PLATE(FIE1D7 I L� II — —p— HOLD-DOWN DEVICE EMBEDDED INTO CONCRETE BUILDER CODE REF L II ER DONE REF � AND NAILED INTO FARMING ONSITE BY BUILDER CAPACITY PER ANCHOR=4200 m FOR FOR AOCODE FND �S FOR RDDTNL FNO 5 2009/12 IRC.3500 m FOR 2015 IRC, REOUIREMENTS REOUIREMENT3 86021033 FOR GRRRGE SLRB TPP, R6021033 FOR GARAGE SLAB TTP. 2009 IRC,R40315 2009 IRC,840316 FOR 2012/]5 IRC. 21309 2012/15 IRC SCRLF: NTS SCALE: NTS r - 2009-15 IRC & MR ��tifNxGg� OPTION #1: OVER .CONCRETE OR MASONRY BLOCK FOUNDATION PORTAL FRRME WITH HOLD-DOWNS - METHOD "PAH" q�QA.ST , "DETAIL MAY BE USED FOR R HEADER SUPPORTING R ROOF OR 1-STORY ABOVE" Y TMI— �pc II I'I' NAIL BTM PLATE TO RIM JOIST BELOW III Q'j� v 7/16.055 TO TOP OF AT BRACED WALL AREAS WITH RIM JOIST II BELOW. 0131°X 3"NAILS AT V.-ANO ( �TY•- �,� 'IE AT NON-BRACED WALL AREAS WITH 0131"X 3'NAILS AT 12"o c SESTA •.I_ I SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL Q)SIMPSON LTP4 FARMING ANCHORS 7/16 OSB OVER RIM JOIST. APPLIED ROCROSS SHEATHING JOINT. SCRI F: NTS OPTION #2: OVER RRISED WOOD FLOOR - FRAMING RNCHOR OPTION (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) OW 7/16°058 TO BOTTOM OF RIM �� AT PLATE WAALL.LJOAR FS WITH JOIST BELOW FASTENED WITH 0131"X 3°NAILS FIT 4°oc FIND =0131°x 2 1/2"-Oldl MIN.3°O.G--=flT NON-BRACED WALL-AREAS WITH 0.131"X 3°NAILS AT 12"oc I H— DEPAKrMENYOFSTATE DM310N OF EULLOING STANDM09 AND CODES ALEW.NY 117]7-0001 Stamp.(Approval fora Systaxt tlodd"r Component M1387 2016-061 10104/2016 M—fmhW,Na. Appli do Na Dom dApp-d 7/16 05B OVER RIM JOIST. NODCEma Npma16g4cotkmy r°0umwryupxfd0nmo7nwvtamued vAswddmlrtre3reNencneamrehvn tlllnhdo/ma7�lWsfm4) m�6om0mappore(d o repo�9p Md!kWgenm S °� nrntba)aren dr._., CALE: NTSdgmaEdfadm6kiomela0®L � - 0p�- OPTION #3: OVER RRISED WOOD FLOOR - OVERLAP OPTION JehO.0.Ad"NPEAbg Dwc1. 0lAMdnw(a;RA (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM JOIST) MASTER SERIES ONE RND TWO STORY MODELS ALTERNATE BRACED WALL DETAILS 2009-15 IRC & MR MUNCY HOMES, INC. CONTINUOUS SHERTHING PORTRL FRAME OPTIONS - METHOD "CS-PF" 1567 PR ROUTE 442 "DETAIL MAY BE USED ON ANY STORY OF THE DWELLING" MUNCY, PR 17756 DRN BY DRTE SCRLF I REV. HT. N_0. DATABASE NAME RWB 6-01-2016 SHOWN 7rL4 07N7e_4 NOTES L OR EXC®SCALL PAP�LICR9�O1 E WOES MEETS 2 WHEN CLG:JOISTS OR TRUSSES OD NDT RLECD.ffiN N/STU05,R DBL NRLL TOP PLATE IS R 3. off ROOR FAST N GS NOT SPET 5�FRYS-fE1G 4. 01Y)CONNECTIONS FOR ULT WAD SPEEDS(Volt) oT>or--140 MPH 35G 5HRLL BE DESIGNED/SUBMITEO ON RN INDIVIDUAL BASIS. S INSULATION BRFFLES REOUIREO ROJRCENi TO SOFFIT/ ERVE VENTS AND SHRLL EXTEND OVER TOP OF THE RTTIC DVSULRTIOK MIN OPENING TO BE>SOFFIT FOR CONNECTION DETRIL5,SEE VENT FREE-RIR DETRILS•1 FIND•2,5HT 71 RND SETUP MRNURL CONT.RIDGE VENT FOR ON-SITE FASTENING, SEE TYP. SEE CONVECTION DETAIL.11,SKY 71 SEE CONNECTION DETAIL 6,SHT T. CONSTRUCTION DETAILS, SHT 7L _ SEE ALSO SETUP MANUAL ________ ROOF SHFATKING SEE 5F(T 3c PRE-MRNUFRCTURED WOOD TRUSS ®Y OTHERS)RT 16',192"OR 24°OC. HINGED SEE TRUSS MRNURL KNEE-WRLLS FOR TRUSS DESIGN DRAWINGS 12 INSULATION W/VA SEE NOTE a5 4, 5,7 F I TO WAR ---- Hi M SIDE 1 _ SEE S3n FOR OVERHANG DETRILS.SEE I _ _ =_=o-____ - DETRILS•4 6 x5,SHY 7L vee o= OR 5/8"GYP.BD CONT-1/2°OR 5/6"d 1/2° CRTR TRU55(OPTJ FIELD WORK OB STRIPS CONT.TOP PLATES) (SEE NOTE 2) CONT.TOP PLRTE(S) 5/B°T1-11 SFiTG/ (SEE NOTE 21 SIDING APPLIED 1/2'GYP BD. 2x3 t9 24"O C.OR 16"O C. 1/2"GYP.B0. JOIST HANGER DIRECTLY TO STUDS CEDRR LRP OR LAP SIDING SEE SHT 3c FOR SPECIES,GRROE 6 OD.SPACING 2.4 15 24"O.C.OR 6°Or. OVER SHEATFONG 2x6 19 24"0 C.OR 1 16"0 C. 1/2"x3 1/2"CONT.BELT SEE 5HT 3e FOR SPECIES, ARIL.ALL BEARING GRRDE 6 0.G SPACING '2°RLUM. DEL EXT.PERIM. 1/2.3]r2°CONT.BELT RRIl. WALLS(OPTJ FLRSHING ARIL(TYPJ RLL BEARING WRLLS(OPTJ F 1/2"GTP.SO. BPRRR ER 1x6 TRIM BDRRD BOTTOM ROW OF IIVSTRIIFn BY SATING INSTRLLED INSULATION WNE. BUILDER BY BUI DM TO WARM SIDE 9129/16 CONT.SINGLE DETRIL "R" SEP 5HT 3. --a1 BDBY a�DER 13Y BUILDER: 16d UILD iILFD iDNA[• BY BUADE7� BY BUIlDER: BOTTOM PLATE FLOOR SFPRTHING IS"o c 2003-0.9 IRC 15'o c 2003-D9 IRC � SEE 5HT 3e "OL 20�IRC 1Po c.2012 IRC B"—2015 IRC B°o c 2015 IRC a IVv4vvvv, IN/ FRCTORY WORK ) FLOOR J0157 // ��0•07 SEE SHT 3.FOR SIZE, F1IID WORK INSULATION NJ3. SPECIES,GRRDE 3 OD.SPACING _r TO WRRR 3ID 6 MEMBERS OR DETRIL "A" DETRIL "B" DETRIL "B" DETRIL "B" SCALE: 1 1/2'=1'-0" (WITH T1-11 SIDING) SCALE: 1 1/2"=1'-0" SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL SCALE: 1 _ ROOF RnER-CONNECTION �BT BUILDER �HT pp ---------------�________i SEE SHT 4c FO NOSSRTI04N OEfRILS 6 SPECS- FOR STRIR DETAILS ____w________y�________y 6 SPECS " 3'-0"MIN STAIRS BY BUILDER i 2xB TYP. CROSS SECTION -`°- D45ULRTION W/111 TO WARM SIDE DEPARTMENfOF STATE SEE SFTT 3n DMSION OFBMING STANDARDS AND CODES ALBANY,NY=I-ml uvuvvvv Shmp"fAppmMfar•Sy-b tlml"1.Cempa"ext S�EEEE - M13NCMCE �8v7rd 2016-061 10/04/2016 FOUNORTION ETRD_S 6 SPECS. 6 MEMBERS0R sau.B,ttg;Nmme( NmderanotamunhdvT Do�cw��"dn�eT 9d�o'h m u®mipnene a un mw/mmWammil 7N,epam'xltlolMnfirtNemm"hm.ethvn n�oe6TlTfuaadWwq nm" 2 LAYERS P1G mm®mtrvnuvggrnalaa"reos BERIEIIV SEE F{ SECTIONS pNxae,daeee",t,mm71 "ey"Je,(enmaayp",dgp,ahmcm,Btwm�cnomo"1 PE, 1tBy J"M{lAddef",PE Aeanp D4eM IAndimd�RA TYP. CRAWL SPRCE CROSS SECTION MASTER SERIES SCALE: T and L SHRPE RRNCH MODELS CROSS SECTION FLOOR JOISTS MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 MRTING AREA CROSS SECTION DRN BY DRTE SCRLE I REV. HT" N0. SCALE: 112'�=l'-0" DATAB 07\ASE NRME 7d MJL 3-22-91 SHOWN 1 5-01-2016 1 7d DETRTI #1 CW 10d NAILS,IG'O.C.ON SITE RIDGE TO RIDGE DETRT) DETRTL #11_ • FIELD WORK FIELD WORK FIELD WORK 4 6 5/12 MW MRXT FLIP LSTA35 20g STRAP OR 4 65/12(79W MRXY. SIIIPSON LSTA36.20g STRAP OR EQUAL OVER RIDGE 6 FLIP CONNECTION 2 48"oa EOURL OVER RIDGE 6 FLIP CONNECTION ev 48"ae. RIDGE BERM HO NAILS T 3 O V OT. MAX WITH 6l 10d NAILS PER LEG INTO TRUSS(SITE) RIDGE BERM CONI RIDGE VENT,SEE NOTE pl MAX,Wrp}{6l lOd NAILS PER LEG INTO TRUSS(S1TD. Cil 10d NAILS 16°O.C.ON SITE RIDGE TO RIDGE HORIL PLATE TO VERT.PLATE 7/12(ALL W)6 5/12 01WR SIMPSON LSTAIB,209 STRAPS OR 7/12(RLL Wl 6 5/12(31Wx SIMPSON LSTR18.2Dg STRAPS OR BETWEEN TRUSSES 1517D EQUAL OVER RIDGE d FLIP CONNECTIONS B 48'oc 2x4 SPF•3 OR EQUAL EOURL OVER RIDGE 6 FLIP CONNIECTIDNS l;l 48"o.c CONT.RIDGE VENT,SEE NOTE.1 MAX WITH(5)10d NAILS PER LEG SITE) lx4MAX WITH m lOd NFlD.S PER LEG lS1TD PRE-MRNUFRCTURm WOOD TRUSS Zx4 SPF.3 OR EQUAL (BY OTHERS)AT lfi',192°OR 24°O.C. RIDGE CONNECTION STRAP,R 2.4. 4&S112 MEW DOLLARTIE MAY BSE INSTSTALLED W/(4)�10d IOd NAILS s 1T'OC.PLATE TO PLATE(SITE) RIDGE2x4EDSEE SPECU71CRTIONS MANUAL STRAP,R 2x4 COLLAR'TIE MRY BE Tp15TALLFD N/�4)l0d 1x4 FOR TRUSSDESIGN DRAWINGS —RIDGE NAILS EACH END JUST RM DW THE 2x4 CONTINUOUS PLATE WHERE NAILS EACH l7m JUST BELOW THE 2:4 CONTINUOUS PLATE WF'.FYF 2.4 THE FLIP AND TRUSS TOP CHORD MEET. KNEE THE FLIP AND TRUSS TOP LHORD MEET. _ WALL lOd NAIL®12.O.C. ALT.CONNECTION FOR 7/12(RLL W)d 5/12(31W)ROOFS: IPA ----- CONTINUOUS LATERAL BRACING TO BE ALT.CONNECTION FOR 7/12 FALL N)6 5/12 f31W1 ROOFS 7P 0 - -- PLATE TO PLATE CONTINUOUS LATERAL BRACING TO BE THE RIDGE STRAP,R 2x4 COLLAR TIE MAY BE INSTRLLED EQUALLY SPACED,ATTACH WITH 0 Ed NAILS THE RIDGE STRAP,R 2x4 COLLAR TIE MRY BE I15TRLLED -2x4 (SLfE) EQUALLY SPACED,ATTACH WITH PJ Ed NAILS W/(4)10d NAILS EACH END JUST BELOW THE RIDGE BROS W/(4)10d NAILS EACH END JUST BELOW THE RIDGE BRDS. AS R SUBSTITUTION FOR THE STRAP CONNECTING THE TRUSS HINGE SEE DETAIL°6 AS A SUBSTITUTION FOR THE STRAP CONNECTING THE TRUSS HINGE SEE DETAIL.6 TRUSS TOP CHORD TO THE FLIP RAFTER,R 2x4 PRE-MRNUFRCTURm WOOD TRUSS TRUSS TOP CHORD TO THE FLIP RAFTER,R 2x4 COLLAR-TIE MAY BE INSTALLED W/(4)10d FOR FRSTFI�NG, 2x3 BRACE TACTORY) (BY OTHERS)AT I6',192.OR 24.O.C. COLLRR-TIE MAY BE INSTALLED W/(4)10d SOLE PLATE FOR FASTENING, SIMPSON MT512 RAFTER NAILS EACH END JUST BELOW THE 2x4 SEE SPECIFICATIONS MANUAL FOR NAILS EACH END JUST BELOW THE 2x4 2x3 BRACE SEE DETAIL.11 12 CONT PLATE WHERE THE FLIP AND SEE D�lyITj KING POST TRUSS DESIGN DRAWINGS CONT PLATE WHERE THE FLIP A1•m (BITE) TIE-DOWNS 4 OR EQUAL TRUSS TDP CHORD MEET. -_--__-_-_-_-_-_ 12 TRUSS TOP CHORD MEET. KING POST 4,5 OR 7 SPACED 48°O.C.(SITE] �4,5OR7 ----- --__ a KNEEWRLL KING POST OPT CATHEDRAL J ROOF INSULATION KING POSTW� SIMPSON MT512 FOR 24'AND 26'WIDE (WHEN NO RAFTER TIE OR 1/2"DR 5/8°GYPSUM BOARD ROOF INSULATION FOR 24'AND 28'WIDE LY'OR 5/8 GYPSUM BOARD CONT,PLATE UNIT OVERHANG DETAILS, KING POST EQUAL,®48° IINSULRTIONJf� UNIT OVERHANG DETAILS, INSULATION 1/2"OR 5/B°x2 1/2" SEE DETAIL-4. 15 PRESENT, OC FIELD BAFFLE TYP. TYPICRL 2x4 OR 2x6 SIDEWRLL CONT.PLATE SEE DETAIL-4. BAFFLE TIP. COMPRESSION STRIP FOR 28'WIDE UNIT FASTEN TWIST DWRLLED SEE NOTE a4 1/2°OR 5/B'x2 I/2' FOR 28'WIDE UNIT SEE NOTE.4 7YPICRL 2x4 OR 2x6 5IDENALL OVERHANG DETAILS, 57RRP TO TRUSS TYPICAL 2.3 OR 2x4 MARRIAGE WRLLCOMPRESSION STRIP OVERHANG DETAILS. SEE DETAIL sS BOTTOM CHORD) SEE DETAIL•5. TYPICAL 2x3 OR 2x4 MARRIAGE WALL KING POST UNIT WIDTH UNIT WIDTH FASTEN BOTH l71 0d 11OF RLT. KING P05T MTS SZ W/ x 1 1/2° NAILS FIELD INSTALLED CONNECTION TYPTCRL ON SITE FRSTFNING DETRILS - 4. 5 OR 7/12 OPTTONRL OFFSET ROOF SITE FRSTENTNG DETRILS - 4. 5 OR 7/12 TYPTCRI ON SITE FRSTFNTN, nFTRTLS SCALE.3/8'�V-D° SCALE;3/8 1'-E)° 5CRLE: NTS DETRTL #3 DFTRTI #4 DFTRTI #5 DETRTL #6 INSULATION BAFFLE TO PROVIDE RJR SPACE FIBERGLAS OR SELF SEALING SHINGLE FIELD WORK FIELD WORK FOR THE GABLE OVERHANG BLOCK TO RAKE CONNECTION OR FOR ATTIC VENTILATION TYPE 15 FELT WITH 18°OVERLRP OR FIELD WORK GABLE OVERHANG IN510E RAKE TO TRUSS CONNECTION, SEE NOTE o4 FIBERGLAS DR SELF SEALING SHINGLE •55 SIMPLEX SHINGLE UNDERLAYMENT SEE FASTENING SCHEOUIJ= TYPE 15 FELT WITH 18"OVERLAP OR INSULATION BAFFLE TO PROVIDE RIR SPACE OR EQUAL 36°WIDE T ICE 0 LA 1°MIIN. SEE IA,J- IJSTRUCTIONS FOR TO SOFF SITE OR SIMPLEX SHINGLE ICE BARRIER THAT CONSISTS T E LEAST O LAYERS FOR ATTIC VENTILATION, Ir 2° FASCIA,J-BRIE AND DRIP EDGE TO OVERHANGS SITE NORK. OR EQUAL 36'WIDE AN ICE BARRIER OF OF RRLRYMEM CEMENTED TOGETHER SEE NOTE e4 THAT CONSISTS T E LEASE f21 ETHERS OR OFA 6E1F-ROFm2DJG POLYMER MODIFIED TRUSS OF UNOERLRYMENi CEMENTED TOGETHER BITUMEN SHEET,SHALL BE USED IN LIEU F97JGE STRAP Mgti ROOF SFfrA7HING MRD OVERHANG 15 LIMITED TO 12"MAX OR OF R SELF-RDHERING POLYMER MODIFIED OF NORMAL UNDERLRYMF7JT AND SHALL ®48.OC. IN HIGH WIND ZONES(NOTE-3). BITUMEN SHEET,SHALL BE USED IJ LIEU EXTEND FROM THE EVE'S EDGE TO A OF NORMAL UNDERLAYMENT AND SHALL POINT AT LEAST 24 IN INSIDE THE 2:4 SPF STUD GRACE OR EQl1AL TRUSS RT ENOWRLL aWa P�EXTENDFROM EVES SIIIIEDG ETTI-IE EXTERIOR WALL LINE OF THE BUILDING ONLY AT EAVE ENDEXTERIOR SHEATHING _ EXTERIOR WALL LINE OF THE BUILDING CONT ]r1°OR 5/85c ' AFTER RODE HRS BEEN RAISED TO APPLICABLE FITCH,GO TO BREAK IN 1x6 INSIDE AND Lle 03 STRIP RO BR K HINGE PO (TTP.ATIBRG.SUPPORTS) 000, IF7 INTO ��NUP SHINGLES& S ALL OUTSIDE RAKES 7 DIMENSION V m TRUSS ALUMINUM DRIP EDGE TRUSS HINGE FIELD WORK 2.2 v4 5CRLE; 1"=1'-0" 'a- CONT.SPL"OR 5/8"x ALUMINUM DRIP EDGE __________ 0 16d NAILS TO TRUSSZ z� ES 1 1/2"OB STRIP --- - AFTER OVERHANG IS FayF END (TYP.AT SR&SUPPORTS) �U SCCIBED0 F� kB LOWERED,BY BUILDER L RIDGE BOARDS ARE INSTALLED R MINIMUM OF 1"BELOW PEAK OF ROOF•TO ALLOW FOR ATTIC VENTILATION lxfi SPF•2/h1 OR EQUAL GABLE TYP.FLIP SECTION 2 RI SPECIFIC STRAPPING REED IN DETAILS 1 6 2: OVERHANG BLOCKS AT 24"DC.MAX AT RIDGE 110d NAIL DIRECT TO STUD 5/12 PITCFC SIMPSON LSTA3fi,20 STRIP OR WHEN THE DESIGN LIVE LORD EXCEEDS 60 pxF, PERFORATED SOFFIT BY BUILDER OVER RIDGE 6 FED'CONNECTION m 48"o.c THEN THE 13LOCKS SHALL BE AT 16"OG MRX PERFORATED SOFFIT MAXMRX WITH ts)JOG NAILS PER LEG INTO TRUSS(SITE). 7/12 PITCFC SIMPSON LSTRIB,209 STRAPS OR TOP ROW OF SIDING EQUAL OVER RIDGE 6 FLIP CONNNECTIONS m 48"— " INSTALLED BY BUILDER MAX WITH(5)10d NAILS PER LEG(SITE) NOTE ROOF SHEATHING IS CONTINUOUS FROM TRUSSES TO DO OF OVERHANG. 3. foNYI CONNECTIONS FOR ULT WIND SPEEDS IU F>N B 140 MPH SHALL BE DESIGNED/SUBMITTEDSDESIGNED/SUBMITTEDON AN INDIVIDUAL BASIS 4. INSULATION BAFFLES REQUIRED ADJACENT TO SOFFIT/ EAVETYPTCRL FRONT OR RERR GABLE OVERHRNG OPTION DETRIL ATTIC YNAND MI-DRANO OVER TOP OF THE ATTIC INSUSULATION.. MIN OPENING TO BE>SOFFIT VENT FREE-ATR SCALE:3/4"=I'-0" FIXED OVERHANG FOLDING OVERHANG FIELD WORK SPACE RESERVED FOR THE NEN YORK STAMP OF APPROVAL SCRLE: 1 1/2"=1'-0" SCRLE; 1 1/2'�=l'-0" DETRTL #7 DETRTL #8 DETRTL #9 FIELD CONNECTION OF LOWER ROOF TO SIDEWRLL' DETRTL #1E) OVER ROF SUHEA�THTNGCTION IIJSTRf1m THRONAILS UGH RIDB"0GE BOARD TO SIDEWRLLIXm FIELD WORK SHEATHING RAFTERS FLASHING CS1TE) FIELD WORK FIELD WORK FIELD WORK *FZIDGEEAM • RIDGE VENT,SEE NOTE a1 0001 II 11 II II SIDING ROOFING MATERIAL II 11 II II SECOND STORY SIDENRLL ALTERNATE 1x5 NRII ERII II 11 TYPICAL TRUSSES RIDGE VENT INSTALLED PER IN PLACE OF 2x4 SLO GII II 11 II DRIP EDGE 2x4 BLOCKIII If II II SERE NOTE ILLATION INSTRUCTIONS, II II If I LFOR UNDERLRYMENT,AND SHINGLES --'---- ---- —-'----II- II-----I —SHEATHING•-----------`----- ---------- -- -- - -- --- ------ -- ---------- --- -- ---- ---- -- - ---------- _. --_ _ _ ._ _-_ _-_._.� __ __ __ _ AP FOR FLIP SECTID II II I SIDING, _ -LATERRL�BRRCIIJG- ___2x OR 16•DC. -._—.--�� - DEPM(MIN(OF STATE EEWRLL II II I FLRSHA'G PRE-MANUFACTURED W000 TRUSS TOP CHORD JOIST HANGER OR DMSION OFBNInINc sOWONNS AND CODES II II I SEE SPECIFICATIONS MANUAL 24°OL. 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STRAP WITH Orl 1Dd NAILS EACH SIDE NCN-HABITABLE SPACE FSFPERS SPRNNING>S HORIZ SHALL RECEIVE A DORMER FRAME 2.5 SPF sysl OR EIL AT 16"OC. L WINCED GABLE DETAIL SHOWN IS FOR CRTFI CEILING 2x6 COLLAR TIE FASTENED W/M 0191"x3•NAILS/END NON-HRBITRBI.E SPRCE RAFTERS SPANNING>E HORIZ SMALL RECEIVE A Zx6 COLLAR TIE FASTENED W/l7)0.131°x3"NRTLS/E7D. UNIT WITH OPTIONAL WITH FL WINGED GABLE IS ALSO AVAILABLE F ON UNITS WITH FIAT CEE7LN1NG5. Z PORCH CALCS PROVIDED IN SECT+34 OF APPROVED MANURE 3. DECO-DORMER CRLCS PROVIDED IN SECT+37 OF FASCIA APPROVED MRNURL 4. WINGED-GRSLE CRLC5 PROVIDED IN SECT+33 CF SHEATHING 2x6 CEILING NRLERS APPROVED MANUAL FASCIA ROOF SHEATHING (BY OTHERS) AT16 W000 TRUSS 03Y OTHERS)FlT lE,192°OR 24"O.C. SHERTFiING SEE TRU55 MANUAL FCR TRU55 DESIGN DRAWINGS 2x6 CEILING NFaJERS FRE-MPNUFRCTUREO WOOD TRUSS ROOF SHEATHING (ST OTHERS)AT 16",IST OR Z4"O.C. BASE OF RAFTER FASTENED TO SEE TRUSS MANUAL FOR TRUSS DESI(Tl ORRWINS ROOF BOLOCKING WITH I I Cd)+8x35'TOE-SCREWS. I I I OPTIONRL 4, 5 & 7/12 ROOF DORMER I I (FACTORY COMPLETE) (NOTE #31 I I SCALE: 1 1/2'=1'-0" BASE CF RAFTER FASTENED TO DETAIL #4 — PORCH OPT. #2 ROOF BOLOLKING WITH 2:4 PORCH ARIL ATTACH m+8x3.5"TOE-SCREWS. TO RAFTER W/OI 0131x3'NAILS 2.5 TRUSS ATTACH TO RAILTRUSS 2x8 RIDGE VENT TRU55 W/m lfid NAILS RAIL 2x4 FLIP OPTIONAL 4 5 OR 7/12 ROOF DORMER— SITE ERECTED SE RO SCALE: 3/4"=1'-0" (NOTE #3) 5�OX.W-(r LENGTH SE E GTHRS)s-�> L T, �� DETAIL #2 CONNECT� 12 0)SIHPSON F25A 1 r PER RAFTER. 5 OR 7I — C31 2.5 SPF+2/+1 ERS,SHIPPED RIDGE VENT FIELD) lxfi FASCIA—a• 2x3 SOF}TT BLOCK LWSE AND Fg10 INSTALLED BT BUILDER 2x4 1 1/2"GAP SHIP LOOSE HEADER 2x3 FRAME FOR 2x6 SPF+2/+l®24"OC.- 0 O GSL. ST4 TRUSS 14°MAX SOFFIT SUPPORT 2.6 SPF•2/+1 M 16.OG-50 TO 90 PSF GSL 2x4 SPF STUD GRACE OR E0.LATERAL BRACING TIEL01 ON-SITE BY GUIDER ONE PIECE PRE MRNUFRCTURED RAISED ROOF WOOD �7 2x3 I I ROOF SHEATHING ff'h1101 TRUSS °OR 24"OG 7/12 - 28' AND 31' WIDE ROOF PANELS PORCH RA1L FOR TRUSS DESIGN DRAWINGS (APPROX. ) I 2x6 TRUSS RAIL ROOF SHEATHING OrfELDI NON-HABITABLE SPACE S-Er SxfiS O-RCTORY) FA CONNECT RAFTER TO HEADER WITH SOFFIT BLOCK CRUTION ROOF SHEATHING fFIELDI 07 PERRq ERA 2x3 FRRME FOR 5OFFIF SUPPORT 5/12 — 6' WIDE NO SHEATHING ON-SITE BY BUILDER IN THIS AREA PRE-MANUFACTURED W000 TRUSS SUPPORT COLUMNS-9'-6"D.C.MAX 35 P5F G51- (BY SL ®Y THERE)AT 16",192•'OR 24.0 C. �'-6"OC.MAX SO PSF GSL B'-0.O.C.MAX SEE U55 MRNURL FOR TRUSS DESIGN DRAWINGS ROOF SHINGLES ffTE1.D1 51UPPP IED RNA FFIIE.LD-INSTALLED PSF BY (DER (FACTORY) COLUMN MUST BE ABLE TO WITH5TRNO AXIAL LORD OF 3284 LB. FELT PAPER FIELD) ROOF 5FERTHING MINERAL PAPER ffgy0) FOR COMPONEENT9EDE 6 UPLIFT OF 1436 LEL BRIBED ROOF PORCH OPTION (FACTORY) 2x4 PORCH RAIL CONNECT RAFTER ATTACH TO RAFTER SCALE: v2'=1'-0" (NOTE,a2) DTNIP EDGE FIEL1D1 TO EIEADER WITH CONNECT RAFTER W/O)0131x3"NAILS i O7 SIMPSON H25R WITH FASCIA LA RAPIER n (ll SU1P50 H2 SR 1x6 ffhLLDI i' PER RAFTER i SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL EXTERIOR�L ROOOOFFPP OK-LOOSE--' I 2x6 TRUSS R L VENTED VINYL SOFFIT ff7ELLOl FFIT/p 8'-0"LFN�G�151-SI VINYL J-RAIL FIELD) 0lso FRSCIfi�� 2xITSEOFFIT3 VINYL SIDING FACTORY) BHI'mER BSLK. OF ALT RAISED ROOF PORCH OPTION 7/12 — 26' WIDE 2x3 FRAME FOR soFFrr SUPPORT ON-SITE BY BU S SCALE; v2„ 1 0° NOTM L RAME 6&STA TRU55 FASCIA SHOULD BOTYOM OF THE PORCH E FLUSH SH Fr SITE AASSEEMMBLFY. 5/12 — 28' WIDE WHEN USING THE CATHEDRAL ROOF OPTION, CONNECTION OF 2x6 PLATE TO TRUSS OR RAFTER DETRIL #3 OUTRIGGERS SHALL BE lfi 0.0 RNO 2 ROWS OF t31Sd NAILS OR EQUAL AT IZ'ac MAX TOP PLATE SHALL BE DOUBLE EACH ROW,ROWS SHALL BE STAGGERED i FIELD CONNECTION OF OUTRIGGERS TO END WALL: �x� DOUBLE 57EEL FRMNG ANCHOR 9TOP,0 FSPLATE SHRLL BE F GROUND 0 ZONE FOR (D SIMPSON F45A STEEL FRAMING ANCHOR Q �,ST HANGER P UPLIFT 2x5 TO 2x6 TRUSS OR RAFTER Y 0 SOLID ALUM.FRSECIA 0.'SOFFIr ____------------ --------------- V-01 -4 "MAX OUTRIGGERS ATTACHED TO TRU55 OR SPF LAT x�'fr�i� DEPAfOMENTOF STATE INSULATION RAFTER WITH INVERTED JOIST HANGERS OR EQUAL Q1V• DMSION OFBUILDIAG STANDABDSAND CODES 2x6 5PF+2/+1 B 24"OC FOR 35 PSF GROUND SNOW ZONE / ALBANY,NY IID1-001 2.5 SPF+2/+1 m 16 OC FOR 50 PSP GROUND SNOW ZONE Zx6 SPF+2/n1®12"OC FOR 60 115F GROUND SNOW ZONE ST�r(� t'6mp+tAppmrd fora ay.txm,tlndrl arCompenent DOUBLE 2x6 SPF•vel®16.OC FOR 90 PSF GROUND SNOW ZONE 8 ga M1387 2016-061 10/04/2016 STEL Mxnm tW No. AppW..No. DebefAppmrd " SITE INSTALLED BY BUILDER-WHEN 5/12 OR 7/12 TRUSSES ANCHORG beMn�Itlmas�jirmmeel�midmxnmd4dm Bn rmP�ndwmo,Yezoaamnm FACTORY INSTALLED-WHEN 5/12 OR 7/12 TRUSESEDS�p°rddMr�n3r°N°"a�ram+'h°°�u+mOp l'da✓a°�°'m"6ol/• BUILDING LINE I DETAIL #5 mramnnvnum P➢ , ,b1g kWM&E��., � sAn�te/d�ohywa, br I2•MIN 13RTWRLL JohnfLPAdmq PE,/kM9 pmcmr ByD INmreadu,Rq FRE-MPNUFRCTURED(BY OTHERS? W00OPTIONAL WINDOWS 0 TRUSS AT I6,192'OR 24"O.C. X OR OPT.CATHEDRAL ROOF RAFTEROPTIONAL FASCIA--� NNOWRLL WITH 0131"x 52TO ' MASTER SERIES AS SHOWN ON DRAWING 79 7/15°MIN.WOOD STRUCTURAL PANEL SHEATHING g NAILS to OTO C. 2x4 SHEATHING EDGE SUPPORT 1/7,MIR DRYWALL ALL MODELS ATPSHEATHING BUTT JOINT LOCATIONS ORBLOCKING ONLY FRAMING DETAILS SITE INSTAJED BY BUILDER WHEN OPT.9/12 OR 32/12 TRUSSES OR ALL CRTFEDRFlL RATTD25 2-ROWS OF D1+A'x 2-3/8" MUNCY HOMES, INC. LONG NAILS a Sae or 2-ROWS OF fg x 7/lfi"CROWN •SIDEWRL." SEE NOTE+1 FACTORY INSTALLED-WHEN OPT.9/12 OR 12/12 TRUSSES OR ALL CRTHEORAL RAFTERS x 1-3/4"LEG SiRPLES®25".Q 1567 PR ROUTE 442 - MUNCY. PR 17756 TYP. SECTION THRU WINGED GRBLE WINGED GABLE PLAN VIEW TYP CR S D E R —TO— NDWR FASTENING DETR7 DRN BY DATE SCALE REV. SHT. NO. SCALE: 1'=1'-0" (NOTE 94-) SCALE: 1/2=V-O" EQUIVALENT TO BW CORNER FASTENING FTG R607105 G'(ODfi IRC 6 NT) SCALE N.T.S. DATABASE NAME MJL 3-22-91 SHOWN 5-01-2016 8b 08\8b DETRIL tt2 NOTES L FOR FASTENINGS NOT SPECIFICALLY ADDRESSED ON THIS SHEET,SEE FASTENING SCHEDULE ROOF SYSTEM ABOVE .II IL 3B°MIN.SHEATHING APPLIED •II TO ONE FACE OF BRACED WALL ATTA1T oaNFWITH p•0.13r' 6"o c EDGED J cc MUSThBEE BLc)CKES EEo X 28"MIN.FOR 8'-0"WALL HEIGHT 32"MIN.FOR P-O"WALL HEIGHT 0 1• 34"MIN FOR 10'-D"WALL HEIGHT p PANEL WIDTH ON BOTH FLOORS 5MATCH EASED ON PANE WIDTH REQUIRED. WIDEST .II II. EACH PRNE-ENO SHALL BE STRAPPED TO THE PANEL BELOW VIA CONTINUOUS STRAP WITH AN 1B00 b CAPACITY t— FLOOR SYSTEM ROOF SYSTEM OR CEILING 2ND FLOOR ABOVE SYSTEM .I I I L• 1-STORY rONSTRUCTTDN. L 3/8°MM SHEATHING APPLIED ALTERNATE BRACED WALL T AS SHOWN TO ONE FACE OF BRACED WALL PSELS UE HALL BALLOWED TO I I 7 ATTACH WITH D131"x 2 12" REPLACE R V LENGTH 1Dfu�1� I I8d) NAIL MIN 6"o.c EDGE I OF NORMAL BRACED WALL ul EIj _ _ CTIONT .I I I 12"o-FIELD ,I I I PANEL REQUIRED. i S DETRIL #3 SHEATHING HIN•APPLIED AS FOLI OWS COMJEI I. } m TO HERDER 0131"x 2 1/2"Bdl MIN IN 3"GRID PATTERN I I I y 7-STDRY..DDNBTRtrTIDN: I I FACTORY CONNECTION IF PORTAL FRAME BRACED WALL = ( 3/B"MIN.SHEATHIING APPLIED = I' 3/8'MIN.SHEATHING APPLIED CONSTRUCTION I5 USED ON TO BOTH FACES OF BRACED WALL TO BOTH FACES OF BRACED WALL SHEATHING TO FRAMING STUDS CONNECTION: CD "I I N •I I Ga5'1'+ HEADER TO KING 0131"x 2 1/2'(Bdl MIN 3"OC AS THIS SIDE . THE OPENER r+ ATTACH WITH 04"o .212" ATTACH WITH 0131"x 2 GF, D STUD5)C fid 5CIMCER COWJECTIDN PER DETRIL W I I I 12'o c FIELD. W I I I 12 o c FIELD FIELD CONNECTION BUILD HEADER = I (Bd)NFlII_MIIN.4"oc.EDGE = I (Bm NAIL MIN.4°oc EDGE �78asTa'�c " NRI•� FIELD INSTALLED SHEATHING TO FRAMING STUDS CONNECTION AT LFAI J I' 0131"x 212'(Bd)MIN.3"OC JrH ALTERNATE BRACED WALL J cr. II I. _ PANELS BUILT AS SHOWN cc 3 I MUST BE B.. REPG EDGESALLL ElRCEEARLLOLENGTHO 3 .II SMUST HEATH BLOCKES ED. X II OF NORMAL BRACED WALL ¢ II _ MIN 3°X ll DE ENDINGISI f` � .II I_ " PANEL REQUIRED' •II L: 32"MIN FOR S-O`WALL HEIGHT ALL HEIGHT SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL (DEPTH MAY BE MORE DEPENDING ON SPAM II " lo o I. 28'MIN FOR 8'-0"WALL HEIGHT o - •I � � I EIGHT j Ij I I 134"MIN F R 32"MIN.FOR 10'-0"WALL HHEIGHTC3 ON SHALL MATCH BASED ON WIDEST HERDER TO JACK STUD CONNECTION: ti I PANEL WIDTH REQUIRED. FACTORY INSTALLED IT BOTH ENDS OF - II FOR MIN.9-0"EIS WALL S IRC) JI I . OPENING.SIDE OPPOSITE SHERTFIJG FOR W SEISMIC Q015 RC) STRAP TO HAVE 1000 b Imn)CAPACITY(2009 IRC) tt PJ STUDS MIN. •I` (,, STRAP TO HAVE 4100 b(min)CAPACITY(2012 RC) I I •I I I I• EACH PANEL END SHALL HAVE •I I F I• EACH PANEL END SHALL HAVE R I• STRAP TO HAVE 3575 Ib Crr4 CAPACITY(2015 IRC) TIE-0OWN DEVICE: TIE-DOWN DEVICE:4800 Ib CAPACITY. 1800 b CAPACITY R 15 MULTIPLIER SHALL III 3000 Ib CAPACITY FOR 2-5T0 Y. ~ FASTEN PLATE TO HERDER W/ BE USED TO DETERMINE III "II Q7 ROWS OF 16d SINKERS AT 3'oc. THE EOUIVELENT NORMAL ' LL PANEL .I.I LENGTH.BRACED WAEXAMPLE' III Y — A 2 PORTAL FRAMED FLOOR FLOOR .I•I� ,�.I IF PANEL SPLICES OCCUR,THEY AS SHOWN SHAWALL LL g EO RL III SYSTEM SYSTEM MUST BE WITHIN 24"OF TDA 3'NEL 12 BRACED = _ ---- ---- - -- - ------ -------- ---- ---------- ---- ------ NII)-HEIGHT.BLOCKING RE00. _ I --_- �� ��, WALL PANEL Q x LS-3). 22V-MIK-FOR 7"MIN.FOR 9'-O"WREE HEIGHT T— _ PORTAL FRAMEDI,I� II - U i II DEPARTMENT OFSTATE 30"MIN FOR 10-0°WALL HEIGHT BRACED WALL CONST. CENTER ANCHOR BOLT ONLY 1 I CENTER ANCHOR BOLT ONLY DIVISION OF BUILDING STANDARDS AND CODES to NOT SHOWN THIS SIDE OF III �j REQUIRE FOR A TWO-STORY. P �I REQUIRE FOR R TWO-STORY. ALRANY.NY12231.ON1 p Lt.. .. OPENING S 5 5 000fi RC ONLY) S S d, 0006 RC ONLY) Stam a BUILDER TO REF BUILDER TO REF p fAppmnlfora Syslem,Modelar Cnmponmd R6021032(2009 IRC) R6021061 FOR M1387 2017-123 10/20/2017 F-O"MIN.TO 18'-0"MAX R6021061 Q012/15 RC)FNO ADOITIONRL FND ADDITIONAL ANCHOR BOLT SPACING III FOR REQUIREMENTS. REQUIREMENTS. ]- ManiTh-pp� eppao amdyme�eNm0.nporenm atgnaday..k Lu d FOR R SINGLE-ST DP APP I. L4 Z4 L4 200fi RC NOTICE Th6e b a 1 LT'ANCHOR BOLTS(2-MIN) ANCHOR BOLT SPACING ANCHOR BOLT SPACING 2006 RC I,7` III 3Br °x" -I "x• �>B!� FOR R TWO-STORY 1/5 °x° °x" 1/5�� harp(10,61m) STRUCTURAL •I I WITH 2S"SQUARE 3/16' �eppnvel aha0 nd m7m Ne nmwmdtuvfmm nspans�IDymrdevmhm;enma SHEATHING TI-OCK WASHERS. ANCHOR BOLTS 1000 LB CAPACITY(mm1 ANCHOR BOLT SPACING ANCHOR BOLT SPACING twos fmmmaemgavedd.,df STRENGTH •I•I I•• PLACE PER SECT.R4031B TIE-DOWN DEVICE CONNECTION I •y ry' °y" ��� FOR A 1 or 2-STORT: 2009/15 RC Ansae mmlea pohmustoe�anexea trrappnxm by lnel al coos Enfor mwomdal RGT FROM JRCK-STUD(SI TO FOUNDATION FOR RSl to ._B STOY: 2009-15 IRC 6"to 12" G�'�I'r' i By * J TIE-DOWN TO BE I I THE CONCRETE NOTE HOLD-DOWN NOT I Johk Add adc,PE,Ading Ohedor D IMdmadas,RA "L )` SOLE PLATE(FACTORY) REQUIRED FOR 2012/15 RC L� SILL PLATE(FIELD) — 1-STORY or ict FLOOR of 2-STORY CONSTRUCTTON• 7-STORY CONSTRUCTION WTTH RLTFRNRTE t . MRSTER SERIES A 4 F3RRCFD WRLL DTRECTLY RBOV ONE RND TWO STORY MODELS BUILDER TO REF I( A 86071034 FOR ADDITIONAL FND GARAGE SL.FlB . tPfi021069 FOR TYPRLTFRNRTE BRACED WRLL CONSTRUCTIORLTFRNRTE BRACED WALL DETAILS N_ REOUREME OVER R WOOD FLOOR SYSTEM- MUNCY HOMES, INC. FOR 2012/15 IRM 2009-15 IRC & MR Sf'R�TTS SCRLE: NTS. REF: 860210.6 (2000-03 IRC) 1567 PR ROUTE 442 PORTRL-FRRMED ("PFG' METHOD) BRRCED WRLL RDJRCENT TO GRRRGE 8602.1061 (2006 IRC) 8602.1032 (2009 IRC b MR) MUNCY, PR 17756 DOOR OPENING OVER R CONCRETE OR MASONRY BLOCK FOUNDRTION R602.10.61 (2012/15 IRC) DRN BY DRTE SCRLE I REV. HT. N0. "DETRIL MRY BE USED FOR R GRRRGE DOOR HERDER SUPPORTING R ROOF OR 1-STORY RBOVE" D 07\7a 3AME REH 11-1-2005 SHOWN 8-18-2017 7/a 3 /��� NOTES LMOISTURE RESISTANT FIRE RATED EXTERIOR GYPSUM - SHALL BE USED ON EXTERIOR SIDE(WHERE RPPLICRBLE). 1 HOUR FLOOR/CEILING ASSEMBLY: 2. DOOR FROM A GARAGE SHALL NOT OPEN INTO A L539 OR L540 RATED I}� SEE DRAWING 9e FOR DETAILS ANGLES TO JOISTS OR TRUSSES RIGHT ANGLES TO JOISTS 0R TRUSSES.RIGHT - MANUFACTURER ANUF C SPACE RATED 3 SLEEPING TU PA SHALL DETERMINE FROM THE DINNER 6 FOR WOOD FRAMING,THE CEILING FOR W000 FRAMING,THE CEILING SITE ON OFR.LOCATION OF GRRRGE 6 BUILD FACTORY MATERIAL PROVIDES THE ONE HOUR FIRE MHTERIAL PROVIDES THE ONE HOUR FIRE FIREPLACE OF ASSEMBLIES IR SMALL RESISTANCE PROTECTION RESISTANCE PROTECTION. 4. GARAGE & COMBUSRON AIR NOT B NOT GARAGE. FROM GARAGE 6 CLEANOUT SHRILL NOT 8 E B S. SEE DRAWING 9e FOR NOTES ANO ASSEMBLY DETAILS 6. SCREWS MAY BE SUBSTITUTED FOR PRESCRIBED NAILS, ONE FOR ONE,WHEN THE HERO DIMENSION,LENGTH, OF THE SCREWS ARE EOURL TO OR LARGER THAN THE MT= Y INSULATION MAY NAILS USED FASTENINGS THE TESTED ASSEMBLIES. BE INSTALLED LASSSPAWG OF YTEMTESHALL l I SAME I OR LESS. 7. IASfi WALL SYSTEM TESTED FROM INTERIOR FRCS ONLY. 8. L2"GYPSUM USED ON WALLS AS FIRE-SEPRRRTION B/W GARAGE AND DWELLING(OETA➢_EO IN DRAWINGS BELOW) 1 HOUR WALL RSSEMBLY U355 TO BE 1-LATER 6 FASTENED WITH 1-3/4°TYPE W or SEE F85TEMNG REQUIREMENTS 5 WOOD SCREWS AT IT tm o c.ON EDGE AFIELD. 9. 5/8"GYPSUM USED ON WALLS AND OR CEI-ING9 AS FIRE _ 2 LAYERS 5/8"TYPE X GYPSUM WFIL1EORRD 2 LAYERS 5/8"TYPE X GYPSUM WALLBOARD -SEPARATION B/W GARAGE RM DWELLING(AS DETAILED ZRLTERNRTE 1 HOUR IN DRAWINGS BELOW)TO BE 1-LATER F57NO WITH I-S/S' GRRRG - FIRSTO FLOOR/CEILING ASSEMBLY: (UNLESS oOTHERLIISE NOTEDSIN FIRE-AS EM13LY BELL MD BASED ON FC5406 :w.O TRUSSES OR WOOD JOISTS Ii 24"O.C.MAX W000 TRUSSES OR WOOD JOISTS®24"O.C.MAX 10.SPPLIC"OTHER STATES'AS NOTED IN DETAILS ,R1, IS flPPLSCRBLE TO CT,OE,MD,ME,Ni.PR.RL VFl, SHEATHING VT,WV 6 NY. IL 2012/15 IRC-SELF CLOSING DEVICE REQUIRED ON '�"� 5/If TYPE X GYPSUM BORRO GR FILE No RC2601 - 1 HOUR ROOF/CEILING RSSEMBLY GR FILE No. FC54-06 - 1 HOUR FLOOR/CEILING ASSEMBLY DOOR BETWEEN DWELLING UNIT AND GARAGE EXTERIOR SIDING y 12 2015 IRC-CLG GYP IN GARAGE FASTENED 6... NOTE ONLY A LISTED THROUGH-PENETRATION FIRE570P SYSTEM CAN PENETRATE THIS FIRE RATED RSSEMBLY. NOTE ONLY A LSSTED THRCU0H-PENETRRTION FIRESTOP SYSTEM CAN PENETRATE THIS FIRE RATED RSSEMBLY. FIELD,G—PERIMETER WHEN LIVING SPACE ABOVE 13 DE.HEW CRSTLE COUNTY-FC54O6 RATED FLR/CLG WALLS SUPPORTING RATED CLG CLAD WITH 0 LAYERS 5/8"TYPE"X"GYP ON GARAGE SIDE OF WALL PERIMETER JOISTS ERSTENING REQUIREMENTS A-U355-LORD BEARING-SEE NOTE•10: OB Rl TERNRTETO GRRRG Cl-(;. GYP: INTERIOR SIDE:ONE LAYER 5/8"TYPE X GYP.80.OR FLOOR/CEILING SEPARATION(NOTE.12t WATER RESISTANT BACKER 80.OR VENEER BR5E APPLIED AS AN ALTERNATE TO APPLYING GYP. PARALLEL.TO 2x4 STUDS,168 Oa WITH 6d COATED NRILS TO THE CEILING, N-R GR FILE-FC ING.A CLOSE-OFF WALL 5405 1-HOUR-RATED 1 7/B"LONG.D0915'DIR.5HRNr-L4`HERDS.7"O.C. MAY BE BUILT IN THE ATTIC AND CLAD FLR/CLG ASSEMBLY WALL BOARD JOINTS COVERED WITH TAPE AND JOINT ON THE GRRRGE SIDE WITH: -OTHER STRTES 5/8"TYPE°X°GYP. COMPOUND.NAIL HERDS COVERED WITH JOINT COMPOUND -Cr.5/8"TYPE°X"GYP. EXTERIOR SIDE:7✓16'THICr_48"WIDE RATED SHEATHING, 1 HOUR EXTERIOR LORDSERRING RRTED RSSEMBLY -orrmz STATES a N.P.yr GYP(MIN) HABITABLE EXPOSURE L PLYWOOD OR OSB INSTALLED WITH LONG WALL SEPARATION: DIMENSION OF SHEET OR FACE GRAIN OF PLYWOOD NON-HRBITRSLE l -NJ:GR FILE-WP8105 1-HOUR- PARALLEL OR PERPENDICULAR TO STUDS.HORIZONTAL JOINTS BACKED WITH NOM.2x4 WOOD BLOCKING ATTACHED SPACE l ��WPo1 A��'®-Y TO STUDS ON EXT'.SIDE OF WALL WITH 6d COATED BOX -Cr 5/8"TYPE I. GTP. NAILS SPACED 5°0C.PERIMETER AND 12'O.C.FIELD -OTHER STATES.L2'GYP(minl TRPLES HAVING EDURL OR GREATER WITHHORRWRL AND WALL 6 CEILING SEPARATION NO WINDOWS IN WALL NO WINDOWS IN WALL LATERAL RESISTANCE STRENGTH MAY BE SUBSTITUTED FOR -CT:5/8°TYPE'7(°W. B/W GARAGE 6 DWELLING LOAD-BEAT�dG - B/W GARAGE 6 DWELLING THE 6d COATED BOX NRD_5 cf'XTFRIOR SHEATHING ONLY1 -OTHER STATES 6 NJ:L2"GYP(MIN) -NJ:GR FILE.U355 1-HOUR EXTERIOR SIDINGS TURER BE INSTALLED IO IN INSTRUACCORDCTIONS. W-- "DWELLING" RATED WALL ASSEMBLY "GRRRGE* WITH THE MANUFACTURERS INSTALLATION IN-TRUCTIONS. "GFlRflGE' -CT:5/8°TYPE"X"GYP. 'DWELLING" B]]JTE�R]:OR SID Ot LA8105-LORD WYER 5/8"TYPE X GYP BD.OR OTHER 5TRTES:1/2"GYP(Gln) WATER RESISTANT BROKER BOARD OR VENEER BASE APPLIED PARALLEL WITH OR AT RIGHT ANGLES TO 2x4 WOOD STUDS. 1 HOUR FLOOR/CED-ING RSSEMBLY: NOTE.13 24 O.C. 6d SORTED NAILS 1 7/8"LONG,0.0915 L539 OR L540 SHANK.L4"HERDS,T'0 C SEE DRAWING 9e FDR DETAILS ONE-STORY WITH ONE-STORY WITH EXTERIOR SIDE ONE LAYER 5/8°TYPE%GYPSUM "NON-HRBITRBLE",SPACE OVER GRRRGE "HRBITRBLE" SPACE OVER GRRRGE SHEATHING,48°WIDE.APPLIED PARALLEL TO STUDS WITH (TYP. 9/12 OR LESS ROOF PITCH ON GRRRGD CTYP. 12/12 ROOF PITCH ON GRRRGE) 77""oc.RuN�D,IV'0.01.PPERIMCETERi. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. WALLBOARD AND SHEATHING NRILED TO TOP AND BOTTOM PLATES AT T'OC. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. ALTERNATE 1 HOUR FLOOR/CEILING RSSEMBLY: C-FC 5406 BASED ON FC5405 BASE LAYER 5/8"TYPE X GYPSUHLWRLLBORRD APPLIED AT RIGHT ANGLES TO WOOD JOISTS 24°O.0 WITH 5/tf'TYPE X GYPSUM WgLLBORRO TYPE 5 DRYWALL SCREWS 24'Or- FACE LAYER OVER 2x4=5 m 24"OC. 5/8"TYPE X GYPSUM WRLLBORRO OR VENEER BASE APPLIED EFFECTIVELY FIRESTOPPED Al TFRNATE TO GRRRGF Cl G. GYP: AT RIGHT ANGLES TO JOISTS THROUGH BASE LAYER WITH I HOUR WALL RSSEMBLY U341 AS AN ALTERNATE TO APPLYING GYP_TO 1 7/8°TYPE S DRYWALL SCREWS 1T 0 C AT JOINTS AND THE rFR G.THE SECOND FLOOR WALL FLOOR/CEILING SEPARATION(NOTE.121: INTERMEDIATE JOISTS. FACE LAYER JOINTS OFFSET 24` MAY BE CLAD ON THE GRRRGE SIDE WITH: -NJ:GR F1LP.FC5406 or UL FIlE L539 or L540 FROM BASE LAYER JOINTS,1 1/2"TYPE G DRYWALL SCREWS -Cr.5/8"TYPE"X"GYP. l N EITHER SIDE OF FACE LAYER END 1-HOUR-RRTED FLR/CLG RSSEMBLY(SEE OWG-20 JOINTS.1Z'PLACED Z' OC. CEILING PROVIDES ONE HOUR FIRE - OTHER STATES 6 N.P.L2°GYP UtAB -OTHER 5THTES 5/8"TYPE'7C GYP. HABITABLE RESISTANCE PROTECTION FOR WOOD FRAMING,INCLUDING SPACE TRUSSES. _ WALL SEPARRTIOT�t 0-RC 2601 BASE LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED NON-HRBLTflBLE l -N.A GR FILE-WPB1(IS L-HOUR- AT RIGHT ANGLES TO WOOD JOISTS 24"O.C.WITH SPACE l -CTI /8"TYPE°XRATED WALL Y GYP. TYPE S DRYWALL SCREWS 24.O.C. FACE LAYER -OTHER STARATETES 1/2"GYP GnLO 5/8"TYPE X GYPSUM WRLLBORRO OR VENEER 8,5E APPLIED AT RIGHT ANGLES TO JOISTS THROUGH BASE LAYER WITH WALL 6 CEILING SEPARATION: NO WINDOWS IN WALL NO WINDOWS IN WALL 1 7/8"TYPE 5 ORYWRLL SCREWS 12"O.C.AT JOINTS AND B/W GRRRGE 6 DWELLING LORD-BEARING WALLS �B/W GARAGE 6 DWELLING INTERMEDIRTE JOISTS FACE LAYER JOINTS OFT--SET 24° Cr.5/81 TYPE"X°GYP. FROM BASE LAYER JOINTS,1 LP TYPE G DRYWALL SCREWS -OTKE STATES 6 W.L2'GYP(MIN) Ni:GR FILE.IA58 1-HOUR PLACED 2"BACK ON EITHER SIDE OF FACE LAYER Elm "DWELLING'TNG• RATED WALL R55'EMBLY °GARAGE° JOINTS.12"OC. CEILING PROVIDES ONE HOUR FIRE -Cr.5/8"TYPE'X'G7P. °DWELLING RESISTANCE PROTECTION FOR WOOD FRAMING,INCLUDING LIU FLOOR �' � -OTHER STATES L2 GTP 4nLJ TRUSSES. E-(A41-LORD BEARING ONE LAYER OF 5/8"TYPE X GYPSUM WALLBOARD APPLIED TWO-STORY WITH "oma TWO-STORY WITH-13 PARALLEL ANX WITH EdTCEr�ENT c)DR�TEDroNAILLS,1 7/8" "NON-HRBITRB " SPACE OVER GRRRGE "HRBITRB " SPACE OVER GRRRGE LONG,0,0915"SHANK DIM AHED Lor DIR.HEAD,7"O.C. PERIMETER AND FIELD.AS AN FLTERNRTE.Na.6 BUGLE CCYP. 9/12 OR LESS ROOF PITCH ON GRRRGE) (TYP. 12/12 ROOF PITCH ON GRRRGE) HEAD DRYWALL SCREWS,1 7/8"LING MAY BE SUBSTITUTED. 1 HOUR INTERIOR LORDBERRING RATED RSSEMBLY JOINT COMPRO o°ro�Naa"cHERDS COVERED BE COVERED WITH JOINT COMPOUND 3 1/2°MM THICKNESS OF GLASS OR MINERAL FIBER BATT INSULATION IS OPTIONAL _ —_ --- CROSS BRACING REOl1DRED AT MID-HEIGHT.- -_ —_- DIFARTMENrOFSTATE OVAL DMSION OF S IIILDING STANDARDS AND CODES AIBANY,NY1t771-0001 Soap•TApprarxlforx Sptany Mod°I or C"mpomnt FLOOR/CEDLING SEPARATION(NOTE•121: M1387 2016-061 10/04/2016 NJ:CA FILE-FC54O5 or UL FILE LS39 or L540 Manta 4wfsN.. Appr d-No. DeYdApp-d 1-HOUR-RRTED F1R/0.G ASSEMBLY(SEE OWG•9e] NOTE•13 NOTIC2tb OTHER STATES 5/8°TYPE`X'GYP "SECOND FLOOR" dl� �� � o� aom6dmhan Na gPrnelBemmh ao aaniaaepo�x�aelynrlaxaamrsApary u.I®I�mrxt.emxdomdaL LORD-BERRING MARRIAGE WRLLS -lam.(- By iUdm,Fj cIr x NOTE.33 LORD-BEARING WALLS -NJ:GR FILE.WP3510 or UL FILE U341 h1utRPddaia FF�Aox7 Doador D IA�dr.edy BA SAP' "ED FLR/CLG RSSEMBLY NJ:GR FILE-U356 P OUR(rnW -CT:51-H TYPE`X"GYP. S7p�r cr.AP WALL TYPE-AA"GYP. "AGE" ,GE. -OTHER STATES:L2"GYP(m)a MASTER SERIES YQ -oTHER STATES 1/Z"GYP mTa GRRRGE FIRE RATED ASSEMBLIES ,O NON COMBUSTIBLE FLOOR CTYPJ J MUNCY HOMES. INC. TWO-STORY WITH INTFQRRI GRRRGE MUNCY,1567 PR ROUTE 42 PR 17 56 ORN BY I DATE I SCALE REV. HT. NO. DATABASE NRME REN 6-01-2016 1 NTS 9c1 09\9c�