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$®tiosUF �Q� � Town of Southold 5/6/2019 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40362 Date: 5/6/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 205 Longview Ln, Southold SCTM#: 473889 See/Block/Lot: 88.-5-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/19/2018 pursuant to which Building Permit No. 42651 dated 5/7/2018 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, ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Parma,Pamela of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-17-0213 04-25-2019- ELECTRICAL CERTIFICATE NO. 42651 11-14-2018 PLUMBERS CERTIFICATION DATED 05-06-2019 uke Bug ff `%k -- - 0th ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ,� • 4R 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#: 42651 Date: 5/7/2018 Permission is hereby granted to: Parma, Pamela 300 Indian Neck Ln Peconic, NY 11958 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 205 Longview Ln, Southold SCTM # 473889 Sec/Block/Lot# 88.-5-3 Pursuant to application dated 4/19/2018 and approved by the Building Inspector. To expire on 11/6/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,550.80 CO -NEW DWELLING $50.00 Total: $1,600.80 ' din actor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1502 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$15.00 Date. Dq f/7/IlJ New Construction: V Old or Pre-existing Building: (check one)ii f q G Location of Property: �"V ky V `C1 1�� House No. StreetHamlet .1 Owner or Owners of Property: fOr,,pp VA.QIl"np��1 07 Suffolk County Tax Map No 1000,Section O Block 'J Lot __ Subdivision Filed Map. Lot: Permit No. Date of Permit Applicant: Health Dept.Approval:— Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ pplicant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �® • aQ rogerAche rtCa�town.south old.ny.us �yc4UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Parma Address: 205 Longview Ln City: Southold St: New York Zip: 11971 Building Permit#. 42651 Section 88 Block: 5 Lot* 3 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 1 Ceding Fixtures 6 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt 1 Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment.. "MODULAR HOUSE" Notes, 12-ARC fault circuit breakers Inspector Signature: Date: November 14 2018 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P.O.Box 1179 , Southold,NY 11971-0959 Q r�C4l10CfY,�� ../ DS 147 QV� { BUMDING DEPARTMENT DD i TOWN OF SOUTHOLD MAY _ 6 2019 ..:J 4lLt/YY►��"C.�iY 4J0.$lt P TOWN OF SOUTii IMI CERTIFICATIO-N_ Date: Building PermitNo. Owner: rn — (Please print) Plumber:., v . RL14-16 ease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plunibef Mignature Sworn to before me this day of 20 L Notary Public, -5t FfV IC_ County BARBARA H.TANDY Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 au pF SO!/ # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION ( UNDATION 1ST A14 [ ] 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: 1� �,J a, u."' 1 AvJmv/ o w 'a,/ p opwvlo ()(a I-N v N vw TIMO " Gil ✓ 1':iW XktDYn els. ylov -- L DATE INSPECTOR �iA SOF So//ly # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECPROUG ON [ ] FOUNDATION 1ST [ H PLBG. [ iV6UNDATION 2ND [ ] INSULATION FRAMING /STRAP [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: AN SAIva ilr1� l9-` ` 4-we/ hie w!n ca rrazr 1"s DATE ?/ 'YO LS INSPECTOR of soil * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 785-1802 INSPECPON [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] 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: PAtfilk v RFW4 I2 &ol R 04�w fll PeA� DATE INSPECTOR �a0f SOUIyo # TOWN OF SOUTHOLD BUILDING DEPT. co765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. i [ ] FOUNDATION 2ND [ ] 1 SULATION [ ] FRAMING /STRAPPING [ FINAL/V50 07040v4 [ ] FIREPLACE & CHIMNEY , [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL NG REMARKS: 90y U Gy. bow vAV, ov 4, DATE INSPECTOR SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. `�courme�'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. qz-6V [ ] 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: DATE �� �`7` INSPECTOR'�Fl N.EW YORK IB,UIL_DING 4: 9g T E�C H"N O"L O G Y Affidavit Of 2015 IECC Compliance Date: 11/8/2018 Inspection Address: 205 Longview Lane, Southold NY 11971 This is to Certify that on 11/08/2018 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: 1 14811 1 Blower Door Test Result: 573 Conditioned Volume: 1 1 118481 Leakage in ACH50: 2.9 402.4.1.2 2015 IECC Compliance: I I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Main Leakage CFM@25: 52 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: 52 CFM@25 Leakage Limit: 58 CFM@25 *** EXCEPTION-Aft ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: 1, 1 PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Cindy Zeis Certification #4337401 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc. *h 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 ri WE W Y'O R`.K ;; B UA L.D'1 N'G T E C WN OCL O C`Y• G'R O'U P Affidavit Of 2015 IECC Compliance Date: 11/8/2018 Inspection Address: 205 Longview Lane, Southold NY 11971 This is to Certify that on 11/08/2018 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: 1 14811 1 Blower Door Test Result: 573 Conditioned Volume: 1 118481 1 Leakage in ACH50: 1 2.9 402.4.1.2 2015 IECC Compliance: I I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Main Leakage CFM@25: 52 Supply R-value: 81 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: 52 CFM@25 Leakage Limit: 58 CFM@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: I I PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Cindy Zeis Certification #4337401 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 New York Budding Technology G 159 Rt.25A, Bldg 1 Su NEW YORK (BUILDING Miller Place, NY V I CC A U t NO LOG Y P Tel.(631)495-0289 Fax(631)389-: Combustion Safety Testing Form Certified Home Address: 205 Long View Lane City: Southold Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Turn Key Modular Homes Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Attic (Use additional forms if more than one CAZ or tf home has multiple heating systems or water heaters) Date of Test: Outdoors Temp During Test: 54 °F CAZ DgpressuriZadon Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: 0 PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No Net Change: 0 pa. If Yes,Total CFM Simulated NA (explain in notes) NOTES:Tested 11/08/2018 Iffeating System Primary:Yes x No IME Furnace x Boiler Heat Pump Other E tcienc Fuel!me' Pentin2 Tvne3 Draft S illa a Spillage CO CC PascalRom Case (Natural) (Worst Case atm Ratin :80 AFUE N P x 0_E_ N V M SX NA Pa. Pass X Fail Pass x Fail NA PPM NA l Primary:Yes x MME Standard Tank_Indirect_Tankless_ Size:_ Style4 Common Ver Water Heater No_ Instantaneous x Commercial_(See Note 5 below) (Gallons) Stand Alonc E tcienc Fuel Tvne2 Ventinn Tvpe1, Drat S ilia a Sin llape CO CC Pascal (Worst Case (Natural) (Worst Case atm EF: 96 N P X 0 E N M SX NA Pa. Pass X Fail Pass X Fail NA PPM NA 1 Oven Oven is Electric or No Oven Exists FJ Oven Range,Hood Vented to Outside Yes x No Oven CO 39 PPM Ambient CO(During Oven CO Testing) 0 PPM IHeating System Efficiency: Enter AFUE for furnace or boiler,HSPF for heat pump,COP if heat pump is geothermal 2Fue1 Type: N=Natural Gas P=Propane O=Oil E=Electric 3Ven tin g Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible 4Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) SWater Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required If Water Heater Type is Tankless,enter efficiency of combustion source NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 RaterName: Rater Number: Rater Signature: Date: Dec 06, 2018 New York Budding Technology G 'Ag159 Rt.25A, Bldg 1 Su NEW YORK IBUILOING Miller Place, NY 1' r t c u N o i o c v Tel. (631)495-0289 Fax(631)389 uRouv Combustion Safety Testing Form Certified Home Address: 205 Long View Lane City: Southold Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Turn Key Modular Homes Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Attic (Use additional forms rf more than one CAZ or:fhome has multiple heating systems or water heaters) Date of Test: Outdoors Temp During Test: 54 OF CAZDgpressurization Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: 0 PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No Net Change: 0 pa. If Yes,Total CFM Simulated NA (explain in notes) NOTES:Tested 11/08/2018 �ffeating System Primary:Yes x No TVpe:Furnace x Boiler Heat Pump Other Efficiency Fuel TvveZ t 1 Venting Typej Draft Sia llaee Sia llaee CO cc (Circle T)pe) (Pascal) orst Case (Natural) ors,Case Natut Rating:80 AFUE N P x 0 E N V M S X NA Pa Pass X Fail Pass x Fail NA PPM NA 1 Primary:Yes x Type: Standard Tank_Indirect_Tankless_ Size:_ Style4 Common Ver Water Heater No_ Instantaneous x Commercial_(See Note 5 below) (Gallons) Stand Alont E rcienc Fuel Tvne2 Venting Tvne3 Drat S iSp llape Spillage CO CL Pascal orst Case (Natural) (Worst Case atut EF: 96 N P X 0_E_ N M S x NA Pa. Pass X Fail Pass X Fall NA PPM I NA 1 Oven Oven is Electric or No Oven Exists EJ Oven Range Hood Vented to Outside Yes x No Oven CO 39 PPM Ambient CO(During Oven CO Testing) 0 PPM lHeating System E ficietncy: Enter AFUE for f imace or boiler;HSPF for heat pump,COP if heat pump is geothermal 2Fuel Type: N=Natural Gas P=Propane O=Oil E=Electric - 3Venting Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) SWater Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Rater Number: Rater Signature: Date: Dec 06, 2018 Whole House Ventilation Supply Air Worksheet: 1-Story Job#: 325570 00; Construction: 4 Date: 1st Story Area: #of Stories: 1st Story Cig Height: JI, #of Bedrooms: 3" #of Fireplaces: Total Building Area: �#'eqji F NE & Building Volume: `12356&ft Air Change/Hour(ACH)Value: 77= 7, . "Ll iF (ACH x Volume) 60 minutes=CFM Provided: Volt Additional CFM provided from Fireplaces: Total CFM Provided: CFM Required per 2012/2015 IRC-Table M1507.3.3(1): Supply OK or NG: 10,Pq 03/1218 Whole house ventilation exhaust is provided by a continuous run bath fan. See electrical plan for the identified fixture locations and size. Manual J Table SA - Infiltration Air Change Values for Three or Four Exposures Idon Default Air Change,Values forSingle cry. 9t S truc tion comstruction AlrCbanges per Hour—Heating InPitmuon I Floor Area of Heated Space(SqPf) bfm forOneFireplaCa- 900 Or Leis 901 to 1600 1601110 2000 2001 to 3000 3001 Or Moie Tight 0.21 0,16 0.14 0.11 0.10- 8004194 V.41 921 Q.26, 0.22 01.19 13 Average -6,61 0.A5 6,36 0.32 628 211 800910086 6.96 0.16 b.5b 6,49 0.43 27 Loose 129 0.94 Q.-Ila 0.66 1158' 33 'I) For cline jddl fional rveplace,a dd'7 Cfm tolli a ab 6ve 1-de P"I aci values,Soy two or more-additional frbplaces_idd'l 00m ftobll-tviho a b6ve: 2012/2015 IRC-Table M1507.3.3(1) TABLE U11,507.13(fl- CONTINUOUS WHOLE-HPUSE M ECHANICAL VENTILATION.SYSTEM AIRPLOX RATE.REQUIREMENTS DWELLING'UNIT NUMBER OF BEDROOMS FLOORAREA 0-1 1 2-3 4-5 1 A-7 >7 (square'fipety Airflow In CFM <1,500 30 45 60 7$ .90 1,591,-3,000 45 60 75 90 105 3,001-4,500 60 7.5 90 105 120 4,501-6,000 75 90 105 120 135 6,001--7,500 90 105 '120 115 '150 >7,500 105 120 135 150 165 For Sl:lsquare fbot=10.0929 ru,I cubicfbotper minute=,0.6004719 m3;'k. 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 1 • � • COMMMNTS . RM ` W 1_110 W1 PF 7 MVWAZ t� �!l � INSULATIONROUGH FRAMING& PLUMBING tAX1,149W RAMP fEwal'uMm) MA ENERGY • 1 UN VEA 'MMUM-M-15 �1?i1..;� ,tom.: .olJ�l III ''�iT� �+_' !! ADDITION.AL_ . M © 1 Xm boy `y TOWN-QF SOUTHOLD BUILDING PERMIT APPLICATION CHECKL',IST BUILDING DEPARTMENT Do you have or need the`following,before applying? TOWN HALL �- oard of Health SOUTHOLD,NY 11971 ��4�sets of Building Plans TEL: (631) 765-1802 Pla ing Board approval FAX: (6*1) 765-9502 �rvey SoutholdTown.NorthFork.net PERMIT NO. q,?6,51 Check pptic Form N.Y.S.O.E.C. Jrustees CC-O Application Pfood Permit Examined ,20� Single&Separat r 'Sto Water Assessment Form Contact: Approved 5 ,204 Mail to: �,d�► '►5�V1®� C/�e1vW1����� Disapproved a/c 9,96 fmor- 5 W D"T-MOn! Phone: 6nJ l nyr eo r Expiration 20 pI[ � Bu'1 I ector • D APR 1 9 209 APPLICATION FOR BUILDING PERMIT J, Date I��W //// •] , 20 yj%;,�,.i"; G'D"� .im INSTRUCTIONS TI �VN Yo SOUTHOLD a. �s appation 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 jproperty have been enacted in the.interim,the Building Inspegtor may authorize, in writing,the extension of the permit for an I 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 I Building Zone Ordinance of the Town of Southold,Suffolk.County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of building's,additions,or alterations or'for removal or demolition as herein described.The ' applicant agrees to comply with all applicable laws,'ordmances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections: ((Sign of applicant or name,if a corporation) AVO FLANDU5 ON , (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,'plumber or builder &C11 RL "'M CA Name of owner of premises —ft� Cb� pap,MR: (As on the tax roll-or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of cor orate officer) Builders License No. 4�91— H Plumbers License No. Electricians License,No. Other Trade's License No. f 1. Location of land on which proposed work will be done: n G L � VVI House Number Street Hamlet County Tax Map No. •1000 Section �9 Block Lot Sub�livision Filed Map No. Lot C 2. State existing use and''occupancy of premises and intended use and occupancy of proposed construction: „a. Ekisting use and'occupancyyptc p -1- LB ND b. Intended use'and occupancy 3. Nature of work(check which'applicable):New Building V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 6 0, Woo 00 Fee (To be paid on'filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor I�!/'I 1sT�XP., If garage, number of cars I -6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. P 7. Dimensions of existing structures, if any: Front fV I A- Rear N JA- Depth IV A Height NIA- Number of Stories Pt Dimensions same structure with alteratiprls or additions: Front X Rear Depth Height Numbers of Stories 8. Dimensions of entire new construbtion:Front'; { �0 ' !� Rear '1 iO Depth l Height 1q, J�-t� Number oflStories / 9. Size of lot: Front 100 Rear a7 f Depth 1-751 10. Date of Purchase 4/0/017 Name of Former Owner' ' LU- API A- Rbm myrL I 11. Zone or use district in which pfemises are situated ' 12.. Does proposed construction violate any,zoning law, ordinailce or regulation?YES NO X 0. Will lot be re-graded? YES •NO , Will excess fill.be removed from premises?YES NO 14. Names of Owner of premises ��1=i,�r Address � �,�. VyPlione No. 6, 911,60_ Name of ArchitectTOI�A P Address I j C W Phone No '7 - Name of Contractor kWIVA IVA� M Ii1 M I Addres§49MMAG Phone No. Ghtj 0-IjOtIq 1 a. Is this property within 100 feet of a tidal wetland or�freshwater wetland? *YES NO 'X IF YES, SOUTHOLD"'TOWN TRursTEES &D.E:C. PERMITS MAY BE REQUIRED. b. Is this property within'300 feet of a tidal w,etjand9 *YES•NO . IF YES, D.E.C. PERIVII'TS MAY BE REQUIRE s, 1 . 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_X IF YES, PROVIDE A COPY. S ATE OF NEW YORK), SS: C UNTY OF Su FFIX-C) `J�1�1• t tieing dply sworn,deposes and gays that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the WNt Ci�Q (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; th it all statements contained in this application are true,to the best of his knowledge and belief;and that the work will be pc rformed in the manner set forth in the application filed therewith. I S N vorn to efore me thisnn day of 20 /? AA,� 111A14 C�,& Al�A AGNIEa4bta67r�Rrk1iGNES SOPOLI SKI ignature of Applicant NOTARY PUBLIC-STATE OF NEW YORK No.01RE6334035 Qualifred In Suffolk County --My-Commission Expires 12-07-2019 - - - - Scott A. Russell- STO�RMWA\T]ER TT3SUPERVISOR MANAGEMENT LD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUT HOLD,NEW YORK 11971 Town of Southold CITAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) .. .... . .. . .. . ...._ - :. . . I3®Es--TI�5-- 07 r-1NVo F--TIS—T 1otMLCW1 QC----____�,.__.__.._._ Yes No (CHEOC ALL THAT APPLY - (] A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El 0 B. Excavation or filling involving more than 200 cubic yards of material s within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑El D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. z El E. Site preparation within the one-hundred-year floodplain as depicted on. FIRM Map of any watercourse.. O❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you'answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department-mdthyouur Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) - S.C.T.M. ]000 Date.a�Q District NAME % J Section Block Lot 17OR BUILDING DEPAF�TNIE�iT USE 0NIIL i Contact Informatiork 0-5®�A l Reviewed B - - — — — — — — — — — — - - - - - Date -/9—/g Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. 50VRiVUP I`°'l l l IrTl Stormwater Manage„nent Conlrol Plan,is Rewred. til (Forward to Engineering Department for Review.) FORM - SMCP- TOS MAY 2014 , t . - f APPLICANT: I Wroperty Owner,Design Professioul,Agent,Conmetor,Other) S.C.T.M. 1000 - - aosk CHAPTER 236 KSS _.. _ Stormwat_er Management Control Plan CHECK LISP NAME: — F a� �� Section Block Loi y 7 Pk.,Y,u,i x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. ` Date:�%/gyp * The applicant must provide a Complete Explanation and/or Reason for not providing '�'1d"' kp�nn,Nnmher. �( '/ 1 �'• all Information that has been Required by 1lhe following Checklist! I. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any It im, Please Provide Justification Here! show all of the following items: I YES NO NA If you need additional room for expl nations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L,F, of the Site Boundary as required by§236-1702). DRAINAGE d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ntaet TOS Engineeringt?65 1664,before e. Limits of Clearing& Area of Proposed Land Disturbance, Rackfill OR Provi a ngi f. Existing & Proposed Contours of the Site IMlnimum z Intervals) SE� #hat a drainage has ee g. Location of all existing & proposed structures, roads, t driveways, sidewalks, drainage improvements &utilities. h, Spot Grades & Finish Floor Elevations for all existing& J. INTENT CONTROLS proposed structures, be limited to: I, Location of proposed Swimming Pool and discharge ring. En ra ce J. Location of proposed Soil Stockpile Areas. n k. Location of proposed Construction Entrance/Staging Area(s). - =t-Ahili7a I. Location of proposed concrete washout area(s). _ 4 2018 m. Location of all proposed erosion&sediment control measures, 2. Stormwater Management Control Plan must Include Calculations showing IDEVE that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch V IIF. 111 rainfall/storm event. i 3. Details 8 Sectional Drawings for stormwater practices are required for approval. Iteins requiring details shall include but not be limited to: a. Erosion & Sediment Controls, b. Construction Entrance & Site Access. I c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) I d. Leachln,q Structures (e.g. infiltration basins,swales;etc.)- i,� I r'lfi LNC;INI'L•;RINC;, I' ..I R'I'lV11::N'1' USE ONLYRevie ^�,�,��� • ' .. . .-.. ... • �_. :i:-,.__.._...r•:::::::.:.•:::r.::.:�:�.-::;:;:-:-:: ::.--•:- . -.... .-... .. . . . .... Additional Information is Required. Approved & Stormwater Mana eme t Control Plan is Not Complete. Approved By: I _ - _ _ _ _ g p •Stormwater Manageme t Control Plan is Complete. Date, 3 I SMCP has been approvTd by the Engineering Department. . i I FnP hn • cXxrr'D r•i..._i. Jul 12 18 01:35a Anything Electric Inc 631-589-1334 p.1 D L �GO�IG d JUL 1 2 201 �111C�'�1``��f�•�' g1S�FQLK`, UILDING DEPARTMENT- Electrical Inspector rya TOWN OFSOUTHOLD BUILDTOWN OF�G �l Annex- 54375 Main Road- PO Box 1179 -"o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertgtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED-BY: .. -- - - - - .-.. .._ ... .Date: Company Name: Name: License No.: email: 4 /-Pi CA' Address: 5-' Zo ;.-'' �- ` �1G/��hrr ;� /` Z17/6 ? Phone No.: (P 3/, 7 3 ' SliC o -- JOB SITE INFORMATION: (All Information Required) Name: Address: Crass Street: Phone No-: Bldg.Permit#: 4 1_ email: Tax Map District: 1000 Section: F Black: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) r Circle All That Apply: Is job ready for inspection?: YESNO Rough In Final Do you need a Temp Certificate?: OD NO Issued On Temp Information; (Aii information required) Service Size 1 Ph 3 Pit Size: 2 G0 A #Meters Old Meter* New Service-Fire Reconnect- Flood Reconnect-Service Reconnected- Underground Overhead #Underground Laterals1 2 H Frame Pole Work done an Service? 11'YD N Additional Information: �3 PAYMENT DUE WITH APPLICATION 0. Request for Inspection Form.xis V c�11FF0(,�c BUILDING DEPARTMENT-Electrical Inspector WTOWN OF SOUTHOLD = Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # 23 Date—]; l i _ 2018 Fe-mail me E,j,L/ ame � y S � C1J � ,�_ "T 41Q�s�L��ieV 4Wj4(L 5y2tj — � t Size 1-00 A Phase `� Overhead Underground #of Meters Remarks 1, � j 1 #of UndergroundLaterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#E::::= Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verities valid for 90 days from the date above. Authorized by Town Hall Annex Telephone(631-1802 4375 Main Road D -� Fax(631) 734-9502 P- O.Box 1179 cCn -Z= 14 Southold. NY 11971-0959 0- `� f BUILDING DEPARTMENT NOTICE OF UTILIZATION OF-TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION . Date: Owner. Location of Property: Please take nofice that the (check applicable line): New'residenfial structure . ' Addition to eAsting residential s(ruc dre , Rehabilitation to an existing residential structure to be constructed-or performed at the subjpct property refdrence above will Olize } (check applicable line): _ ''• • �� Truss type construction (TT} Pre-engineered wood construction{P.W = . Timber construction (TC} - ' in the following iocation(s)(check applicable line): Floor framing, including girders and beams(F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitfYng this form): Capacity(r-heck applicable fine): Owner 02(( .Owner representative r �-,' russResRegl5.docz Effewive 111J2015 6" DIAMETER LECTIVE RED ROMAN ALPHANUMERIC —DESIGNAT-1 i ivid (PMS)#187 - :TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" M IV. _ REFLECTIVE — --- - - WHITE. - - 112" STROKE C69PURENTS THAT ARE OF . TRUSS CONSTP�UCTJONf tsIRDERYh.A1 "R` ROOF F"MING "FR- 7rIJOGR A-KD RODF#R]k tfl46 [[MUSS ID N1 RCKI1t.11ri•S1GN - IL �I�rlsraa EKAMPI E TRUSS IDEMPFIGAMCN SIGN 4]ATEW08d2t 5 '-- -- .i NEW YORK STATE DEPARTM.ENT 'OF STATE DIVISION OF CODE E[ FORGEM�ENT AND ADMINISTRATION, Agent Letter I, Pamela Parma being duly sworn, depose and say that am the owner of the premises located at: 205 Longview Lane, Southold, NY 11971 and I am designating: Krzysztof Zebrowski to represent and act on my behalf as my agent, and to file the necessary documents to obtain a building. permit(s). Owner - S� Sworn to before me this Day of L� 2018 Notary signatu e MARY JENNIFER DROWER Notary publico State of New York 4867724 Qualified In Suffolk County / Commission Explres�0 IAxMAP # ' P/4 m ELA/OA KM A &31 - 839 -!013 Disfric4-: 1000 2,95 .LONGi(1EW Sec 70n: I'DU1"1--10L- b, N 617 / BIocfK ,' 5 "w r� h r y $ TK♦ Y V ! OCT 1 1 2018 y -BUUD IN . Wl� 71 f v � \�L 14' I -d' 4 ' \ . ,. 2. . . . . LAW lw.. > . O-L,� / K� 41 75- y r r y n� risk t' ¢ r� n r x G , a a z� Rrt r, b SY: JAW 1 ti L � y t'a ST is wown . ;,. elms w s R�y a t# a �'L d 4 � aa'G. Or w s a u " ^ 4 _ o " ,M e 4 t , r c' 3. s E ANO a.. r" si n ' t a 4 t y. < .��� � . �y . . . - . » . .�: y. . . � �\ © . �. » : »: « ,�\\^: . \ � . � ,� . �2 . . . �a �����/ � - .dy::m« . .�� \ � . ���� �\ .. �! ��§ � «. ���� ) �X a �6 g err a'; .s � � y§a: �� � , . ,�� . . � y�<\a» mom« .- �s ^\��/d:�< . :2»2 ^ \:��} � �» y yy��> \\ : ` : ��» :� > �\ ����� « �������©\. . . �a< � : :�� . �> . a < �w� >»�w�» y ©. » ©w: y.�y<y � 2«w�, � . d© � �?= ,y . � � :»� \���\ »��/\ m� d�« � y». . . v�: ; y\y� \\��� � - § . . .. »:» > » <��y�»«2 «°+�� . y�y ; : a. 2»�\� . � . � \ . © � - .�z « : ��� � ,c �,'t 1' ����I .�_ �� ,� ,� �� :�� � �, - e �{ r ., �,w , '� »� '°:i+1 �'"-pry i `4.. «F ����� � iX4 i �5 a- Harold S.Boxer,Esq. Vice President&Sr Underwriter New York State stewaft W16 Realparinem ReaipossibilifiesTp1 May 1,2018 TOWN OF SOUTHHOLD BUILDING DEPT. D 54375 NEW YORK ROUTE 25A SOUTHOLD, NY 11971 MAY 4 2018 Re:Advocate's Abstract, Inc. Agent ID#: 322753 Title No.ADV-10095-S ' �'g'. Borrower(s): CARL HOSCHEL&EVELYN HOSCHEL - -TOWN OFSOUMOLD Premises: 205 LONGVIEW LANE,SOUTHOLD, NY 1000-088.00.05.00-003.000 Dear Sir or Madam: Please be advised that as of the above date,Advocate's Abstract,Inc., is a duly authorized policy issuing office of Stewart Title Insurance Company, and is authorized to collect title insurance premiums, Mortgage Recording Taxes, and recording fees, and issue its title policies and endorsements in accordance with Stewart Title Insurance Company's underwriting practice, the terms and conditions.of the policies, and the Title Insurance Rate Service Association,Inc.,Title Insurance Rate Manual,if and when issued for real estate transactions within the State of New York. Conditions of this letter: 1. This letter is only valid for the above deal,and is valid for thirty(30)days from the date of issuance. 2. This letter may be revoked or the authority of policy issuing office may be cancelled after the date hereof, in which case, written notice will be provided to you. A revocation after a policy has been issued will not invalidate the policy provided premium has been paid. 3. This letter is an express statement of limited authority, limited to the issuance of a Stewart Title Insurance Company Policy of Title Insurance and does not afford any authority for settlement services not covered by the policy as issued or the guaranty of any escrow deposits not covered by the policy as issued. 4. Payment of the title premium to Advocate's Abstract, Inc., shall constitute payment to Stewart Title Insurance Company in accordance with section 1 (H) of the TIRSA Rate Manual. If I may be of further assistance, please do not hesitate to contact me. Very truly yours, HAROLD S. BOXER Vice President& Senior Agency Counsel HSB: CC Cc:Advocate's Abstract, Inc. Stewart Title Insurance Company 711 Westchester Avenue,Suite 102A,White Plains,NY 10604 (212)922-0050 main(646)342-3153 mobile(914)993-4488 fax hboxer0stewart com stewart.com/new-vork ADVOCATES ABSTRACT, INC Issuing policies of ESitlray f 4tle insuance company Title No. ADV-10095-S SINGLE & SEPARATE SEARCH STATE OF NEW YORK) . ss.. COUNTY OF SUFFOLK) STEPHEN M. RICHARDSON,being duly sworn, deposes and says: That he is the President of Advocate's Abstract,Inc.,an Agent of Stewart Title Insurance Company, and has had a search made, under his direction, of the records and/or files of the County Clerk and Registrar of the County of Suffolk for the purpose of an application for a variance affecting the following premises: TAX MAP DESIGNATION: District: 1000 Section: 088.00 Block: 05.00 Lot: 003.000 That such search includes a chain of title as to the premises and all of the adjoining lots since prior to 7/23/1969 and such search shows, and he does certify that, according to the names listed herein as shown by the search of the public records, no contiguous property was owned by an owner of property involved since that date. That this affidavit is made to assist the TOWN OF SOUTHOLD to reach any determination which requires that said Board will rely upon the truth hereof. This Company's liability is limited to Twenty-Five Thousand and 00/100 ($25,000.00)Dollars for negligence only. No policy of insurance is to be issued hereunder. ADVOCATE'S ABSTRACT,INC., as Agent for Stewart Title Insurance Company Stephen M. Richardson, President Sworn to before me this 2nd day of May, 2018. KAREN L.RICHARD.SON NOTARY PUBLIC,Stateof NowYak 6302 Route 25A • Wading River, NY 11792 OIR14837291 631-929-6686 • 631-929-3708 fax Qualtfled In Suffolk Commisaim Exp 3 19 SUBJECT PREMISES: 1000-088.00-05.00-003.000 Samuel M. Terry and Dated: 02/25/1893 Mary Anne Terry,ux. Rec'd: 12/04/1894 to Liber: 418 Page: 214 Jesse H. Terry Stephen Walter and Dated: 01/08/1902 Annie Walter,ux. Rec'd: 01/08/1902 to Liber: 515 Page: 9 Jesse H. Terry Jesse H. Terry died intestate 02/11/1918 Left Caroline C. Terry,widow and Howard H. Terry, Son f.a. & s.m. Letters of Administration issued to Caroline C. Terry Proof of Death of Caroline H. Terry- Died intestate 1/3/1927. Death of Howard H. Terry died intestate 1/6/1927. Letters of Administration issued 11/21/1927 Left Mary E.Terry,widow,Howard M.Terry,an infant son born 10/13/1912,Caroline E.Terry,an infant born 2/3/1917 and Jonathan H. Terry, an infant born 5/31/1922. Death of Mary Terry died testate 7/14/1934. No proof of death. Howard M. Terry, Jonathan H. Terry and Dated: 03/20/1956 Caroline T. Ross Rec'd: 03/21/1956 to Liber: 4086 Page: 269 Helen G. Cochran Continued.... ADVOCATE'S ABSTRACT, INC. BY: (�-a' y 2z - STEPHEN M. RICHARDSON Sworn to before me this 2°d day of May, 2018. 10%1� (-je' - Page 2 of 16 KAREN L.RICHARDSON NOTARY PUBLIC,State of NOW Yofk 01R14837291 Qualified In Suffolk un Commission Expires Continuation 1000-088.00-05.00-003.000 Map of Terry Waters Filed on 12/29/1958 as Map#2901. Helen G. Cochran Dated: 07/23/1969 to Rec'd: 08/07/1969 Carl Hoschel and Liber: 6600 Page: 456 Evelyn Hoschel, ux. Evelyn Hoschel, surviving tenant by the entirety of Dated: 12/21/2017 Carl Hoschel Rec'd: 01/16/2018 to Liber: 12946 Page: 145 Pamela Parma (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT,INC. BY: �A-- LZL STEPHEN M. RICHARDSON Sworn to before me this 2"a day of May, 2018. ti KAREN L.RICHARDSON NOTARY PUBLIC,State of NewYark 01R14837291 page 3 of 16 Qualified in Suffolk oun Commission Expires t Cl PREMISES ADJOINING NORTH OF SUBJECT PREMISES: 1000-088.00-05.00-001.000 Samuel M. Terry and Dated: 02/25/1893 Mary Anne Terry,ux. Rec'd: 12/04/1894 to Liber: 418 Page: 214 Jesse H. Terry Stephen Walter and Dated: 01/08/1902 Annie Walter,ux. Rec'd: 01/08/1902 to Liber: 515 Page: 9 Jesse H. Terry Jesse H. Terry died intestate 02/11/1918 Left Caroline C. Terry, widow and Howard H. Terry, Son f.a. & s.m. Letters of Administration issued to Caroline C. Terry Proof of Death of Caroline H. Terry-Died intestate 1/3/1927. Death of Howard H. Terry died intestate 1/6/1927. Letters of Administration issued 11/21/1927 Left Mary E.Terry,widow,Howard M.Terry,an infant son born 10/13/1912,Caroline E.Terry,an infant born 2/3/1917 and Jonathan H. Terry, an infant born 5/31/1922. Death of Mary Terry died testate 7/14/1934. No proof of death. Howard M. Terry, Jonathan H. Terry and Dated: 03/20/1956 Caroline T. Ross Rec'd: 03/21/1956 to Liber: 4086 Page: 269 Helen G. Cochran Continued.... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 2"d day of May, 2018. Ce KAREN L.RICHARDSON Page 4 of 16 NOTARY PUBLIC,State of Now York 011114837291 Qualified in Suffolk goun Commission Expire &^tc Continuation 1000-088.00-05.00-001.000 Map of Terry Waters Filed on 12/29/1958 Map#2901 Helen G. Cochran Dated: 06/12/1972 to Rec'd: 07/03/1972 Leonard Totora and Liber: 7189 Page: 527 Louise Totora, ux. Leonard Totora and Dated: 05/01/1973 Louise Totora,ux. Rec'd: 05/21/1973 to Liber: 7401 Page: 511 Founders Homes, Inc. Founders Homes, Inc. Dated: 03/19/1974 to Rec'd: 04/02/1974 Eileen R. Haskins Liber: 7614 Page: 121 Eileen R. Haskins Dated: 08/02/1994 to Rec'd: 08/18/1994 Andrew J. Walsh Liber: 11690 Page: 217 Andrew J. Walsh Dated: 10/25/2017 to Rec'd: 11/30/2017 Anthony D. Mannion and Michelle A. Mannion, ux. Liber: 12940 Page: 36 (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 2nd day of May, 2018. KAREN L.RICHARDSON NOTARY PUBLIC,State of Naw Y0* 01R14837291 Page 5 of 16 Qualified In Suffolk oun Commission Expires 1� PREMISES ADJOINING NORTH OF SUBJECT PREMISES: 1000-088.00-05.00-002.000 Samuel M. Terry and Dated: 02/25/1893 Mary Anne Terry, ux. Rec'd: 12/04/1894 to Liber: 418 Page: 214 Jesse H. Terry Stephen Walter and Dated: 01/08/1902 Annie Walter,ux. Rec'd: 01/08/1902 to Liber: 515 Page: 9 Jesse H. Terry Jesse H. Terry died intestate 02/11/1918 Left Caroline C. Terry, widow and Howard H. Terry, Son Ea. & s.m. Letters of Administration issued to Caroline C. Terry Proof of Death of Caroline H. Terry-Died intestate 1/3/1927. Death of Howard H. Terry died intestate 1/6/1927. Letters of Administration issued 11/21/1927 Left Mary E.Terry,widow,Howard M.Terry,an infant son born 10/13/1912,Caroline E.Terry,an infant born 2/3/1917 and Jonathan H. Terry, an infant born 5/31/1922. Death of Mary Terry died testate 7/14/1934. No proof of death. Howard M. Terry, Jonathan H. Terry and Dated: 03/20/1956 Caroline T. Ross Rec'd: 03/21/1956 to Liber: 4086 Page: 269 Helen G. Cochran Continued.... ADVOCATE'S ABSTRACT, INC. BY: Cis , STEPHEN M. RICHARDSON Sworn to before me this 2°d day of May, 2018. KAREN L.RICHARDSON page 6 of 16 NOTARY PUBLIC,State of New York 01R14837291 Qualified In Suffolk oun Commission Expires l9 Continuation 1000-088.00-05.00-002.000 Map of Terry Waters Filed on 12/29/1958 as Map#2901. Helen G. Cochran Dated: 06/12/1972 to Rec'd: 07/03/1972 Leonard Totora Liber: 7189 Page: 533 Leonard Totora Dated: 09/27/1972 to Rec'd: 10/10/1972 Founders Homes Inc. Liber: 7258 Page: 479 Founders Homes Inc. Dated: 06/04/1973 to Rec'd: 06/05/1973 Arthur O. Ackroyd and Liber: 7411 Page: 528 Charlotte H. Ackroyd, ux. Arthur O. Ackroyd and Dated: 05/14/1987 Charlotte H. Ackroyd, ux. Rec'd: 05/27/1987 to Liber: 10328 Page: 345 Victor Castricone and Jane Castricone,ux. Victor Castricone and Dated: 10/04/1991 Jane Castricone Rec'd: 11/01/1991 to Liber: 11363 Page: 386 Jane Castricone Continued.... ADVOCATE'S ABSTRACT,INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 2nd day of May, 2018. Page 7 of 16 KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Ouallffed In Suffolk C un Commission Expires a k 1 q Continuation 1000-088.00-05.00-002.000 Scott Craig Firestone, Esq., Dated: 02/15/1994 as Referee Rec'd: 03/02/1994 to Liber: 11666 Page: 791 Federal National Mortgage Association Federal National Mortgage Association Dated: 05/03/1994 to Rec'd: 05/10/1994 Jeffrey S. Hodell Liber: 11676 Page: 179 Jeffrey S. Hodell Died on 07/23/2011. Stephen D. Mudd, as Executor of Jeffrey S. Hodell Dated: 05/14/2012 to Rec'd: 05/21/2012 Nicole Mudd Liber: 12693 Page: 924 Nicole L. Helf, f/k/a Nicole Mudd Dated: 03/17/2017 to Rec'd: 04/04/2017 Ethan A. Romanelli Liber: 12907 Page: 230 (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 2nd day of May, 2018. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York Page 8 of 16 01R14837291 Qualified in Suffolk C unty � Commission Expires' 1 �9 PREMISES ADJOINING EAST OF SUBJECT PREMISES: 1000-088.00-05.00-024.000 Samuel M. Terry and Dated: 02/25/1893 Mary Anne Terry, ux. Rec'd: 12/04/1894 to Liber: 418 Page: 214 Jesse H. Terry Stephen Walter and Dated: 01/08/1902 Annie Walter,ux. Rec'd: 01/08/1902 to Liber: 515 Page: 9 Jesse H. Terry Jesse H. Terry died intestate 02/11/1918 Left Caroline C. Terry, widow and Howard H. Terry, Son Ea. & s.m. Letters of Administration issued to Caroline C. Terry Proof of Death of Caroline H. Terry-Died intestate 1/3/1927. Death of Howard H. Terry died intestate 1/6/1927. Letters of Administration issued 11/21/1927 Left Mary E.Terry,widow,Howard M.Terry,an infant son born 10/13/1912,Caroline E.Terry,an infant born 2/3/1917 and Jonathan H. Terry, an infant born 5/31/1922. Death of Mary Terry died testate 7/14/1934. No proof of death. Howard M. Terry, Jonathan H. Terry and Dated: 03/20/1956 Caroline T. Ross Rec'd: 03/21/1956 to Liber: 4086 Page: 269 Helen G. Cochran Continued.... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 2nd day of May, 2018. KAREN L.RICHARDSON Page 9 of 16 NOTARY PUBLIC,State of New York 01814837291 Qualified in Suffolk C unty Commission Expires,;6l Continuation 1000-088.00-05.00-024.000 Map of Terry Waters Filed on 12/29/1958 as Map#2901. Helen G. Cochran Dated: 01/15/1969 to Rec'd: 01/20/1969 Gary Annar Liber: 6492 Page: 257 Gary Annar Dated: 05/26/1972 to Rec'd: 06/01/1972 Gary Annar and Liber: 7169 Page: 309 Alice L. Annar, ux. Gary Annar and Dated: 06/11/1976 Alice L. Veyvoda f/k/a Alice L. Annar Rec'd: 06/17/1976 to Liber: 8052 Page: 228 Joan S. Fuchs Joan S. Fuchs Dated: 05/02/1977 to Rec'd: 05/02/1977 Arthur H. Fuchs and Liber: 8227 Page: 547 Joan S. Fuchs,ux. Arthur H. Fuchs and Dated: 11/01/1994 Joan S. Fuchs,ux. Rec'd: 11/07/1994 to Liber: 9672 Page: 387 Henry Rusch and Helen Rusch,ux. Continued.... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 2nd day of May, 2018. KAREN L.RICHARDSON Page 10 of 16 NOTARY PUBLIC,State of New York 01 R 14837291 Qualified in SuffolkC unty Commission Expires— V l ( Continuation 1000-088.00-05.00-024.000 Henry Rusch Died on 06/17/1986. Helen Rusch Died on 05/09/1991. Joan Pressler, as Executor of Helen Rusch Dated: 02/09/1995 to Rec'd: 02/18/1995 Joan Pressler Liber: 11714 Page: 988 Joan Pressler Dated: 11/21/1995 to Rec'd: 11/30/1995 Robert Giordano and Liber: 11752 Page: 228 Marie G. Giordano, ux. Robert Giordano and Dated: 10/23/2014 Marie G. Giordano Rec'd: 06/03/2015 to Liber: 12819 Page: 144 Patricia Rowland, as Trustee of The Robert Giordano and Marie G. Giordano Family Trust (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 2°d day of May, 2018. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk county Commission Expires I 1 1� Page 11 of 16 PREMISES ADJOINING EAST OF SUBJECT PREMISES: 1000-088.00-05.00-025.000 Samuel M. Terry and Dated: 02/25/1893 Mary Anne Terry, ux. Rec'd: 12/04/1894 to Liber: 418 Page: 214 Jesse H. Terry Stephen Walter and Dated: 01/08/1902 Annie Walter, ux. Rec'd: 01/08/1902 to Liber: 515 Page: 9 Jesse H. Terry Jesse H. Terry died intestate 02/11/1918 Left Caroline C. Terry, widow and Howard H. Terry, Son f.a. & s.m. Letters of Administration issued to Caroline C. Terry Proof of Death of Caroline H. Terry-Died intestate 1/3/1927. Death of Howard H. Terry died intestate 1/6/1927. Letters of Administration issued 11/21/1927 Left Mary E.Terry,widow,Howard M.Terry,an infant son born 10/13/1912,Caroline E.Terry,an infant born 2/3/1917 and Jonathan H. Terry, an infant born 5/31/1922. Death of Mary Terry died testate 7/14/1934. No proof of death. Howard M. Terry, Jonathan H. Terry and Dated: 03/20/1956 Caroline T. Ross Rec'd: 03/21/1956 to Liber: 4086 Page: 269 Helen G. Cochran Continued.... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 2"d day of May, 2018. , KAREN L.RICHARDSON Page 12 of 16 NOTARY PUBLIC,State of NeW York 01R14837291 Qualified in Suffolk C unty Commission Expires_� 1`) Continuation: 1000-088.00-05.00-025.000 Map of Terry Waters Filed on 12/29/1958 as Map#2901. Helen Cochran Dated: 08/14/1959 to Rec'd: 08/26/1959 Charles Corovessis and Liber: 4681 Page: 359 Blanche Corovessis, ux. Blanche Corovessis Died on 10/30/1987. Stanley Garren, as Executor of Blanche Corovessis Dated: 06/23/1988 to Rec'd: 08/16/1988 Stanley Garren, Gary K. Garren, Charles R. Liber: 10669 Page: 181 Corovessis and Richard A. Corovessis Stanley Garren, Gary K. Garren, Charles R. Dated: 04/24/1989 Corovessis and Richard A. Corovessis Rec'd: 07/06/1989 to Liber: 10890 Page: 84 Ralph R. Gose,Jr. and Evelyn A. Kompass Charles M. Corovessis Died on 05/22/1989 Richard A. Corovessis, as Administrator of the Estate Dated: 06/14/1989 of Charles M. Corovessis Rec'd: 07/06/1989 to Liber: 10890 Page: 88 Ralph R. Gose, Jr. and Evelyn A. Kompass (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 2°d day of May, 2018. Page 13 of 16 KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolkoun Commission Expires 5 s( 1 PREMISES ADJOINING SOUTH OF SUBJECT PREMISES: 1000-088.00-05.00-004.000 Samuel M. Terry and Dated: 02/25/1893 Mary Anne Terry,ux. Rec'd: 12/04/1894 to Liber: 418 Page: 214 Jesse H. Terry Stephen Walter and Dated: 01/08/1902 Annie Walter, ux. Rec'd: 01/08/1902 to Liber: 515 Page: 9 Jesse H. Terry Jesse H. Terry died intestate 02/11/1918 Left Caroline C. Terry, widow and Howard H. Terry, Son f.a. & s.m. Letters of Administration issued to Caroline C. Terry Proof of Death of Caroline H. Terry- Died intestate 1/3/1927. Death of Howard H. Terry died intestate 1/6/1927. Letters of Administration issued 11/21/1927 Left Mary E.Terry,widow,Howard M.Terry,an infant son born 10/13/1912,Caroline E.Terry,an infant born 2/3/1917 and Jonathan H. Terry, an infant born 5/31/1922. Death of Mary Terry died testate 7/14/1934. No proof of death. Howard M. Terry, Jonathan H. Terry and Dated: 03/20/1956 Caroline T. Ross Rec'd: 03/21/1956 to Liber: 4086 Page: 269 Helen G. Cochran Continued...." ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 2°d day of May, 2018. KAREN L.RICHARDSON Page 14 of 16 NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk untV Commission Expires t Continuation: 1000-088.00-05.00-004.000 Map of Terry Waters Filed on 12/29/1958 as Map#2901. Helen G. Cochran Dated: 07/23/1969 to Rec'd: 08/07/1969 Geraldine DeMeo Liber: 6600 Page: 460 Geraldine DeMeo Dated: 11/30/1981 to Rec'd: 12/07/1981 Patrick J. Dignan and Liber: 9111 Page: 516 Patricia M. Dignan, ux. (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: Czz::� ST HEN M. RICHARDSON Sworn to before me this 2°d day of May, 2018. KAREN L.RICHARDSON Page 15 of 16 NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk C un q Commission Expires 5 < < I PREMIES ADJOINING WEST OF SUBJECT PREMISES: LONGVIEW LANE Dated: May 2, 2018 ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 2°d day of May, 2018. KAREN L RICHARDSON NOTARY PUBLIC,Stated New York 01R14837291 Qualified in Suffolk county Commission Expires 19 Page 16 of 16 S.C.T.M.-N-6. DISTRICT: 1000 SECTION: 88 BLOCK: 5 LOT(S):3 TYPICAL SILT SCREEN SECTION GEOTDMLE FABRIC POSTS WOOD OR YEfA1 DRAINAGE CALCULATIONS: WOOD O FLAW DIRECNON EXCAVATED AND A) DWELLING W/COVERED PORCH-1.910 SQ,FT. a"`Fl"E°'RE"°" MAIN DAYVIEW ROAD (2)'8'DIIA 0.168-4' DEEP`fDRYWELL-354 1 PROVIDED EXlsnNc ceouND B) DRNMY-1400 SO Fr 1400 x 0,166- 2324 t 2 (1) 8'DLA x 6' DEEP DRYNELL- 2654 PROVIDED r Mwcwn . LOT 26 /00 LOT 25 DWELLINGS x OW/PUBLIC WATER PROPOSED UNDER 4 M GROUND LIKES 150' I i S 68000'30" E DWELLINGS CL 17.0 U P 4 N 8' DEER FENCE x W/PUBLIC WATER i — EL 17.1 PROP WATER SERVICE M \. EL 17.8 EL 17.8 0.3 150' /�/�/�+++���...,���►►► 2 x EL(17.5) C Q o .� Q• e' % ••� �; 'VIN ST 10 � is?sQ%s EL(18.0) PROPosEo LIMIT �. /= Go OF DISTURBANCE t /3F ® :qr CL 16.74. ^CID PR POS os;i i:1 Opp,, h 3-4 BEDROOM ;°g''';' k/N '' LOT 50 ^til G:;:;:: 2 SEPTIC SYSTEM �20.g);;?:•.,, oq EL 17.7 1,000 GAL S.T. (1)8'DIAx12'DEEP LP. 60, v.+ 1 STAGING AR ` j D� AND CONSTRUCTION �'fc �::.: Lor 28 �j ENTRANCE ��( •::. N' 860, I /I �g/ EL(18.01 EL(17.0) DWELLINGS W/PUBLIC WATER / CL 15.7 16.5 \ F \ I CONCRETE WASH OUr AREA IN BED OF PROPOSED ORASMY. 51 30„ E EL 16.4 S1�T,TENSE m LOT 29 LOT 49 EL 15.2 TYPICAL CLEAN OUT DWELLINGS STOPPER END WIPUBLIC WATER j p'S 00, SLATE OR 150' SUITABLE COVER STOPPER I EL 14.9 11 50'WN. SU SEDIMENT ON SITE / HAY BAIL AND/OR _ /SILT FENCING - --- --- 1 ---- - - -'30' ELBOW -- -- - - _ - --- - � --- -- --- — 60' WYE r. o.• .off \'off;. z FLOW � U. • : -���`�— '.��G. �• N Uj U. CONS;UCT10N ENTRANCE — FOUNDATION OF COMPACTED ELEV. 22.8 :3/4'STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA TYPICAL DRYWELL CROSS SECTION FILL TO 18` (Min.) ABOVE IFctT CONTROLS OL DR DY OWN 1.2' (CONC. PRECAST COMPONENTS) Shall include but not be limited to,, — e•sAs rtx NDN-nwrFD rMFo r>A.FOR TAVM M" A well maintained Construction Entrance, SM OAMYWSAND 1.5' A,PrWL;..Ar r'� w�O wtt"'° ,wad �,r./,. 0,4%= Wire Backed Silt Fencing, stabilization& ®M 0 DU Seeding of exposed and/or inactive soils. PALE C1 p ❑❑ DRAINAGE INSPECTIONS ARE REQUIRED BROWN MEDIUM Contact TOS Engineering at 765-1560 before SP SAND do Backfill, OR Provide Engineer's Certification GRAVEL t3Xthe drainage has been installed to'Code. 14.3' APPROVAL OF STORMWATER MANAGEMENT 3' MIN. ~- 8' CONTROL P N - wn Co ter 236 WK Flo M� Date: CLEAN NO WATER Approved y: 71 — 17' ZONED R-40 JUNE 1, 2015 K. WOYCHUK LS NON—CONFORMING <20,000 S,F. THE R SUPPLY, WELLS, DRYWELLS AND CESSPOOL FRONT: 35 MIN LOCATIONS SHOWN ARE FROM FIELD OBSERVA71ONS SIDE: 10' MIN, 35' TOTAL AND OR DATA OBTAINED FROM OTHERS. AREA: 17,250.00 SQ.FT. or 0.40 ACRES REAR: 35' MIN ELEVA770N DATUM: NAVD88 _N UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INST7TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOT 50 CERTIFIED TO: PAMELA PARMA; MAP OF: TERRY WATERS ADVOCATE'S ABSTRACT, INC; FILED: DEC. 29, 1958 No.2901 STEWART TITLE INSURANCE COMPANY; SITUATED AT. SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11931 FILE # -1 O7 SCALE: 1 "=30' DATE:JULY O 2O 1 7 r PHONE (631)298-1588 FAX (631) 298-158 eo ohu1E N. ..S NO. 050882 maintaininj the records of Robert J. Hennesq & Sen y S.C.T.M. NO. DISTRICT: 1000 SECTION: 88 BLOCK: 5 LOT(S):3 TYPICAL SILT -� LU SCREEN SECTION > Z ; 1 a Uj `e� GEOTE)MLE FAOPoC ® I.� j � wSUPPORT DRAI U CAL@ULA`fQNS: pec FLOW DIRECnON ��p; LU EXCAVATED AND A) DWELLINx 0166 .cEQUPORCH4D101t I - RACKFIUEG TRENCH MAIN BAYVIEW ROAD (2) BDIA X 4' DRYIN fG57Fa. , $ . EXISTING GROUND B) DRIVEWAY-11 � 1400 x 0.166- 232cf LL_6' DRYWELL- 265c740-1- irED 3� D� NOTE, CHANGE(S) � V By gaff®llC 0®uiity hep nent of Health Stprvices Cr C.= Lor 25 Lor 26 DWELLINGS x M PROPOSED UNDER W/PUBLIC WATER 1 +. GROUND U11LIIlES �- 150 —� S 68'00'30" E S./46 8' DEER FENCE CL 17.0 U P x DWELLINGS W/PUBLIC WATER EL 17.1 PROP. WATER SERVICEcay) \. EL 17.8 EL 17.8 0.3 N' 150' o EL(17.5) I I W, 0[ S,7 41 TO PROPOSED LI" Mr / ` N OF DISTURBANCE _ I CL 16.7PROp' IQ 4 0' 4° o .'. i Be°Roo I` 3 CID PROPOSED r p o•';.p ' l° W `0 SLC/ LOT 50 p 2 CO SEPTIC SYSTEM (P0 SG l 00 EL 17.7 1,000 GAL s.r. (1)8'DIAx12'DEEP L.P. 60. a V STAR POS GING AREA-�, ;oR 'h ;: .`; ; ,:;:':'o' Lor 28 / AND CONSTRUCTION �Lf� �. ....,...,.•. .,..., .:� 86 / �j ENTRANCE �:o'. �• l ! �pRY1 EL(18.0) •:•:i3os;� ?sod:;:;::::.': EL(17.0) DWELLINGS W/PUBLIC WATER 150' / CL 15.7 /cy u CONCRETE OUTAREA W Bm OF PROPOSED ORNEWAY. By Suffolk OGuntt Dep ® EL 16.4 ' Lor 29 1 LOT 49 EL 15.2 TYPICAL CLEAN OUT•�gl(ZcJp DWELLINGS J W/PUB50C WATER 175 00, SLATE OR I Y SUITABLE COVER STOPPER ENDEL 14.6 - OR PLUG 50,MIN. XF J17 1 BUT SUFFICIENT TO KEEPJ SEDIMENT ON SITE / ------ - --- - HAY=BAIL AND/OR - - --- - - 30' ELBOW SILT FENCING 60' WYE FLOWi 9�- p •• Q Q C3 CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED ELEV. 22.8 w Z/4'STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA DR BROWN TYPICAL DRYWELL CROSS SECTION FILL TO 18' (Mtn.) ABOVE EXISTING GRADE FOR DRAINAGE. OL ANDY LOAM 1.2 (CONC. PRECAST COMPONENTS) e•SUR FOR NON-TRAFFIC WANNG e•am R wwnc 9EARm WAVY DW SM LOAMFD Y SAND 1.5OWN ' ","F;Olk m flMo AND A +? ' Si THOLK COUNTY DEPAII 5 RENT OF i L�SP;RVICM AI F91a,ED+n+v+ PALE ®=0❑ BROWN =00N SINGLE.'FAIMILTZD- -LNCE CPaX MEDIUM ���-0-]�b�ii 3 SP SAND �A'I - _S ?- .N0. GRAVEL 14.3' rIPPR 0W 4 OF_+_BEDRIOOMS 3' MIN. EXrPTP.Es THREE .1 l]RS FROM'DA i.71'O t PPRO Y AL I COLLAR ~- 8' i BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL NO WATER JUNE 1, 2015 17' ZONED R-40 K. WOYCHUK LS NON—CONFORMING <20,000 S.F. 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FRONT: 35 MIN LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS SIDE: 10' MIN, 35' TOTAL AND OR DATA OBTAINED FROM OTHERS. AREA:17,250.00 SQ.FT. or 0.40 ACRES REAR: 35' MIN ELEVATION DATUM. NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 77-IE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOT 50 CERTIFIED TO: PAMELA PARMA; MAP OF: TERRY WATERS ADVOCATE'S ABSTRACT, INC; FILED: DEC. 29, 1958 No.2901 STEWART TITLE INSURANCE COMPANY; SITUATED AT. SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 4 P.O. Bog 153 Aquebogue, New York 11931 „ , PHONE (831)298-1588 FAX (631) 298-1588 FILE # 17-107 SCALE: I "=30' DATE:JULY 10, 2017 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk ' I S C T M NO DISTRICT 1000 SECTION 88 BLOCK:5 LOT(S)3 aort.nr rare s DRAINAGE CALCULATIONS* ,to.LdmuHR A)DWELLING 91. o ICOVER D PO C0UWE010 On MAIN BAYVIEW ROAD r=)eDw.4'DEEP ORY -354r1 PPOMOEO _ 6)DRNCNAY-1100 On (1400.0166-232c 1 (1) G..6'DEEP DRrwELL.26x1 PRDMDED -I I i LOT 26 -L O LOT 25 DWELLINGS p W/PUBLIC WATER ^] PROPOSED UNDER 1 GROUND LITOTES 150'- 1 ^ S 68'00'30" E m �N B•DEER FENCE CL(170 UP ppryr DWELLINGS /--• - - - EL"'PRO PROP=WATER SERVICE- _ EL 178 OjND ri W/PUBLIC WATER �, EL Ile 150' / O ,i N WwDOW O o I WELL i DRYI I t KEL O a:WA, LOUTH 2;, sl ST 10:Ni 1= d" N ED UNIT OF DISTUOISIURD UCE R, S I CLy 1 `7 PROPOSE6, ry = W h I= r l 3-I BEDROOM LOT 50 I yO• C ^Y O SEPTIC SYSTEM ti ly r1���-•r EL 177 1,000 cu.ST �GO (1)B'Duri2'DEEP LP 60 B PR.P�os5STA�MrCa�G p / r> uE%c RucDON -�fLj,Y ry w'R 00W B 7• LOT 28 �^N• 1 l YDRY1 / 1JZ•rn LO[A4 6 r I 1 `te �WEL�1 \ EM DWELLINGS `P W/PUBLIC WATER 1 ' pROPoSEp 150' CL 15 7 L 165 \- S t tONGRn[IrAv,aDr AP[A $153' IN Gm GF PIa4V5EO actor GE .00 � 30 A, EL 16 4 ALT / o � LOT 29 LOT 49 O'152 OO TYPICAL CLEAN OUT DWELLINGS WIPUBLIC 150'WATER 175 0, SLATE OR STOPPER END D SUITABLE COVE OR PLUG I �8 EL 14 e + w MR U U 1 KEEP SEOIMENT ON SITE / HAY BAIL AND/OR 30' ELBOW SILT FENCING 60, WYE ' FLOW b a R` c CONSTRUCTION ENTRANCE-FWNOATION OF COMPACTED ELEV.22.8 J/i STJNL 2LEND OR NY STAT:0 0 T APPROVED RCA 'DR BROWN TYPICAL ORYWELL CROSS SECTION FILL TO IS'(Min)ABOVE EATSTNG GRADE FOR DRAINAGE OLSANDY LOAM 1.2 (CONC PRECAST COMPONENTS) BROWN A "`c SM LOAMY SAND 1 5 �'ter m wx r, UX _ .gym./m• PALE I ®I]0 C1 11 ^♦tl I V BROWN \ D V MEDIUM SP SAND ��pY1 GRAVEL D� B,CJr FILL YATEIIwL 10 BE CLEAN SWD AND GRAVEL NO WATER JUNE 1. 2015— 17' ZONED R-40 FND LOC. 05/30/18 K. WOYCHUK LS NON-CONFORMING <20,000 S F THE WATER SUPPLY, WELLS DRYW£LLS AND CESSPOOL FRONT. 35' MIN LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS SIDE: 10' MIN, 35' TOTAL AND OR DATA OBTAINED FROM OTHERS AREA:17,250.00 SQ.FT. or 0.40 ACRES REAR' 35' MIN ELEVATION DATUM NAVD88-____-_-___- UNAUTHORIZED ALTERATION OR ADDIAON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA770M LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 714£STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUETURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENOENT ON THE PREMISES AT THE AME OF SURVEY SURVEY OF LOT 50 CERTIFIED TO'PAMELA PARMA; MAP OF: TERRY WATERS ADVOCATE'S ABSTRACT, INC; FILED DEC. 29, 1958 No 2901 STEWART TITLE INSURANCE COMPANY, SITUATED AT. SOUTHOLD TOWN OF SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design M, P.O. Box 153 Aquebogue, New York 11931 FILEN 17-107 SCALE 1"=30' DATE JULY 10, 2017 PHONE (831)298-1588 FAX(631) 298-1588 N YS LISC NO 050882 maintaining the record.of Robert J.Hennefity k Kenneth M Woycbuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 88 BLOCK: 5 LOT(S):3 #R10-17-0213 ljj o SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES > N APPROVAt OF CONSTRUCTED WORKS FOR U j V � A SINGLE FAM112Y RESIDENCE ®ate Wfi 2 5 2019 FI.S.Ref.tqo. j0-17-Bat 3 �j ®o The sewage disposal and water supply facilities at+iris location havo been Inspected and/or cs;rtlfied by Dais CeaEl me t ca Other ac;encles and faund to �®besatisfactory FOR A UMIMU F,t BEDROOMS. Craig_ Knepper, P.E:,--Chief = s ''Ma te' 111a6a ertt MAIN BAYVIEW ROAD F-;700' R2, LOT 26 LOT 25 �x j S 68000'30" E 4 6 74 x ' DEER FENCE '✓ CL 17.0 U.P. EL 17.1 e1P WATER SERIRCE EL 1f7.8 EL 17.8 o.aryN 1-5 N '� WINDOW W.M. WELL .-'—OLP.GAS % 0 34' 3' 2 ^, Q' .S::'•'• EL 18.0 3-4 BOROOM /= SEFRC SYSTEM 5 1.000 GAL ST. 54' :. / CL 16.7 (1)'DMx12'DEEP LP. 4¢ N eR/CK I� l , O �' �'Arr0 /� O '•:r• o LOT 50 �O 000 EL 17.7 60. WE LS 8 LOT 28 L 17.7 ?t, j 1 ASP/�CT qY j C fiyT EL 17.5 CL 15.7 EL 16.5 MON. Sy??v �C w • l S 5153'30„ lRi EL 16.4 !} 6 . �O � 82 O N 0� LOT 29 LOT 49 15.2 CO .1"'),6.00, . EL 14.9 D MAY - 32019 D REVISED 03-19-19 - :�juluir 1)LIF e REVISED 01-14-19 TOWN OF SOS RUIL' FINAL SURVEY 12-18-18 ZONED R-40 FND. LOC. 05/30/18 NON—CONFORMING <20,000 S.F. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FRONT: 35' MIN LOCA770NS SHOWN ARE FROM FIELD OBSERVA77ONS SIDE. 10' MIN, 35' TOTAL AND OR DATA OBTAINED FROM OTHERS. AREA: 17,250.00 SQ.FT. or 0.40 ACRES REAR: 35' MIN ELEVA77ON DATUM: NAVD88 UNAUTHORIZED AL TFRA 7TON OR ADD177ON TO THIS SURVEY /S A VOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUC-TURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 50 CERTIFIED TO: PAMELA PARMA; MAP OF: TERRY WATERS ADVOCATE'S ABSTRACT, INC; FILED: DEC. 29, 1958 No.2901 STEWART TITLE INSURANCE COMPANY; SITUATED AT. SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design r 41WA/k/ P.O. Boz 153 Aquebogue, New York 11931 FILE # 17-107 SCALE: I "=30' DATE:JULY 10, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S LISC. NO. 050882 maintaining the records of Robert L Hennessy & Kenneth M. Woychuk .�.. ti .i�io-'S-. x i +ice K - AM r 'APP OVED AS NO ED TRUSS PLACARDIN' REeaUiRtvO DATE: S B.P:# J� FEE:--1 BY: ~NOT'IFY, BUILDING DEPARTMENT AT' ltfi-1 ,$02,`:'S' AM TO 4 PM, FOR THE FOLL'OW'ING-INSPECTIONS:' ELECTRICAL 1: FOUNDATION : TWO REQUIRED INSPECTi'WREQU•l IED FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. { � BER Ct:RTIFIC-TION ,I1MW,; ,,,_ •. ALL CONSTRUCTION SHALL MEET THE {;9�F=L`�EA'D'ICONTENT BEFORE REQUIREMENTS OF THE CODES OF NEW -OE TIFICATE•OF OCCUPANCY YORK STATE. NOT RESPONSIBLE FOR �OC'DER USED"IN WATER DESIGN OR CONSTRUCTION ERRORS. , :;SUPPLY SYSTEM CANNOT cEED211.0,OF•1% LEAD. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE, AS REQUIRED.AND CONDITIONS OF DO NOT PROCEED-WITH OLD TOWN ZBA FRAMING.UNTIL SURVEY OF FOUNDATION LOCAT.C�, HAS BEEN APPROVED T - -Y Blower door, and ductwork testing required. OCCUPANCY OR USE IS UNLAWFUL Must provide Manuals WITHOUT CERTIFICATI=: D,r and S as per OF OCCUPANCY NYS Energy Code Fire separation required as per DRAINAGE INSPECTIONS A,RE REQUIRED NYS,Code Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. exterior lighting installed,replaced or ALL:PLUMBING WASTE repaired 4shall conform r;&WATER LINES NEED to Chapter 172 TESTING BEFORE COVLRN G of the Town Code 1! s PFS Corporation d/b/a PFS TECO PFS,,TECO An Employee-Owned Company Richard Bird March 13,2018 Muncy Homes,Inc 1567 PA Route 442 East Muncy,Pennsylvania 17756 Re: Muncy Homes,Inc.,Muncy,PA NYSDOS Systems Approval No.M1387-2017-123 Submittal: 32551 Parma Residence at 205 Longview Lane in Southold,NY in Suffolk County Dear Mr. Bird, Enclosed please find one(1) electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has 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 as modified by New York State,2017 Uniform Code Supplement and 2015 National Electrical Code. To the best of our knowledge,these plans have been found to be within compliance with the State of New York Rules and Regulations, Department of State,Title 19 (NYCRR), Chapter XXXII Division of Code Enforcement and Administration, Part 1209 Regulations and Fees for Factory Manufactured Buildings. This is a file copy for your records,review and approval. Should you have any question,please feel free to call this office at any time. r Digitally signed by D.Renee Sincerely, Moist D• Renep,,DN:cn=D.Renee Moist,o, ou=PFS, email=renee.moist@pfsteco.c MoisDate:261 2018.03.13 08:3639 D. Renee Moist �y -04'00' Staff Plan Reviewer Renee.moislgpfsteco.com Northeast Regional Office Enc: As stated above. Cc: PFS—File copy Donald Thomas,Jr.,AIA(DOS) Daryl Andreades, RA(DOS) 510.184.8396`2877 Ska*tvn Road Bloondurg,PA 17815 CF&C O TESTED WWW.PESHCO.COM \ �'i, MARKS YtIU GAN Bi!(LQ 04 h NYS Permit Submittal Job #32551 MUNCY HOMES, INC. 02/23/2018 JAK ��.AA V= *67185W5W Builder: Customer: Tum Key Parma ame: Name: Site Address: 205 Longview Lane, Southold. NY 11971 street,Town, `tate,zip V�-- PFS Corporation Muncy Homes, Inc. Approval Limited to Factory-Built Portion Only 1567 PA Route 442 East State: New York PO Box 325 Signature: OZ.-4&.e Muncy, PA 17756 Title: Staff Plan Reviewer Date: 03/13/2018 Contact: Darryl Mincemoyer Engineering dmincemover(dpremier-builders.com NY Approval Number: M 1387-2017-123 Expiration Date: Oct 20th, 2019 NYS Submittal Index: NY Design Specifications Structural Schedule ATC Wind Speed Area Site Map NYS"Notice of Approval" letter for system approval REScheck Compliance Certificate (kF N8 NYS"Truss ID Notice" Ott-lily Truss Manuf. Details '�� ' Electrical Load Caic ' Door and Window Schedule 'ta� , Braced Wall Analysis Whole House Ventilation Supply Air Worksheet Floor Plan(s) ?,�, 82 Electrical Plan(s) (� S 03/12/18 Foundation Layout Elevations LVL Connection Detail Bldg. Cross Section Typical Plumbing Details Balance of system sheets that apply to this actual house The plans and specifications of the permit set are derived from and consistent with the plans and specification associated with the approval on file with the Dept. of State,which were approved on 10/20/2017 under system#M1387-2017-123 "WARNING: it is a violation of the NYS education law article 145 for any person, unless he is acting under the direction of a licensed professional engineer, to alter this item in any way. NY Desian Specifications M(NCY HOMES, INC. 2/23/2018 Fk Home Ident. (Job No.): 32551_000 Ft V7M *674616-sm Site Location: Southold, NY, 11971 Suffolk County Design Loads: Ground Snow Load: 35 GSL Floor LL: (Liv'g/Slp'g) 40130# Seismic Category: B Floor DL: 10# Wind Speed Vult: 136 Exp C NYS Uniform Code(which incorporates by reference): 2017 Uniform Code Supplement,publication date July 2017(2017 UCS), which replaces the 2016 Uniform Code Supplement(2016 UCS). . References the International Code Council publications(the 2015 IRC,2015 IBC, 2015 IPC 2015 IMC, 2015 IFGC,2015 IFC, 2015 IPMC, and 2015 IEBC),with specific code printings, appendices, and referenced standards as identified in the 2017 UCS. NYS 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 (.)f NZ Foundation Type: Basement , seIL ' 0 ' Located in Flood Zone: No Lot Line Fire Separation: No,Wall/Projections>5'from lot line Finished Floor Above Grade: <6' Stories Above Grade: 1 , Spriniker System Required: No 06&259w SPL' 03/12/18 Index of Addtl.Specific Dwgs: Floor Plan Foundation Truss Detail(s) 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. Section #13 Mono-Truss : Flat : 2-Modules-Wide Load Sections & Structural Schedules Section Contents Pages 13.1 One-Story 13.1.1 4/12 Roof Pitch 13.1.1.1 35 PSF Ground Snow Load 13.1.1.1.1 20 ft Wide 13.1.1.1.1:1 thru 12 13.1.1.1.2 22 ft Wide 13.1.1.1.2.1 thru 12 13.1.1.1.3 24 ftWide 13.1.1.1.3.1 thru 12 13.1.1.1.4 26 ft Wide 13.1.1.1.4.1 thru 12 13.1.1.1.5 28 ft Wide 13.1.1.1.5.1 thru 12 13.1.1.1.6 31 ft Wide 13.1.1.1.6.1 thru 12 13.1.1.2 50 PSF Ground Snow Load 13.1.1.2.1 20 ft Wide 13.1.1.2.1.1 thru 12 13.1.1.2.2 22 ft Wide 13.1.1.2.2.1 thru 12 13.1.1.2.3 24 ft Wide 13.1.1.2.3.1 thru 12 13.1.1.2.4 26 ft Wide 13.1.1.2.4.1 thru 12 13.1.1.2.5• 28 ft Wide 13.1.1.2.5.1 thru 12 13.1.1.2.6 31 ft Wide Reserved 13.1.1.3 60 PSF Ground Snow Load 13.1.1.3.1 20 ft Wide 13.1.1.3.1.1 thru 12 13.1.1.3.2 22 ft Wide 13.1.1.3.2.1 thru 12 13.1.1.3.3 24 ft Wide 13.1.1.3.3.1 thru 12 13.1.1.3.4 26 ft Wide 13.1.1.3.4.1 thru 12 13.1.1.3.5 28 ft Wide 13.1.1.3.5.1 thru 12 13.1.1.3.6 31 ft Wide 13.1.1.3.6.1 thru 12 13.1.1.4 90 PSF Ground Snow Load 13.1.1.4.1 20 ft Wide 13.1.1.4.1.1 thru 12 13.1.1.4.2 22 ft Wide 13.1.1.4.2.1 thru 12 13.1.1.4.3 24 ft Wide 13.1.1.4.3.1 thru 12 13.1.1.4.4 26 ft Wide 13.1.1.4.4.1 thru 12 13.1.1.4.5 28 ft Wide 13.1.1.4.5.1 thru 12 13.1.1.4.6 31 ft Wide Reserved ta" •E FSS►' ' Pg. 13.a '03107/2016 Mono-Truss:Flat:2-Modules-Wide Section Contents Pages 13.1 One-Story(continued) 13.1.2 5/12 Roof Pitch 13.1.2.1 35 PSF Ground Snow Load 13.1.2.1.1 20 ft Wide 13.1.2.1.1.1 thru 12 13.1.2.1.2 22 ft Wide 13.1.2.1.2.1 thru 12 13.1.2.1.3 24 ft Wide 13.1.2.1.3.1 thru 12 13.1.2.1.4 26 ft Wide 13.1.2.1.4.1 thru 12 13.1.2.1.5 28 ft Wide 13.1.2.1.5.1 thru 12 13.1.2.1.6 31 ft Wide 13.1.2.1.6.1 thru 12 13.1.2.2 50 PSF Ground Snow Load 13.1.2.2.1 20 ft Wide 13.1.2.2.1.1 thru 12 13.1.2.2.2 22 ft Wide 13.1.2.2.2.1 thru 12 13.1.2.2.3 24 ft Wide 13.1.2.2.3.1 thru 12 13.1.2.2.4 26 ft Wide 13.1.2.2.4.1 thru 12 13.1.2.2.5 28 ft Wide 13.1.2.2.5.1 thru 12 13.1.2.2.6 31 ft Wide 13.1.2.2.6.1 thru 12 13.1.2.3 60 PSF Ground Snow Load 13.1.2.3.1 20 ft Wide 13.1.2.3.1.1 thru 12 13.1.2.3.2 22 ft Wide 13.1.2.3.2.1 thru 12 13.1.2.3.3 24 ft Wide 13.1.2.3.3.1 thru 12 13.1.2.3.4 26 ft Wide 13.1.2.3.4.1 thru 12 13.1.2.3.5 28 ft Wide 13.1.2.3.5.1 thru 12 13.1.2.3.6 31 ft Wide 13.1.2.3.6.1 thru 12 13.1.2.4 90 PSF Ground Snow Load 13.1.2.4.1 20 ft Wide 13.1.2.4.1.1 thru 12 13.1.2.4.2 22 ft Wide 13.1.2.4.2.1 thru 12 13.1.2.4.3 24 ft Wide 13.1.2.4.3.1 thru 12 13.1.2.4.4 26 ft Wide 13.1.2.4.4.1 thru 12 13.1.2.4.5 28 ft Wide 13.1.2.4.5.1 thru 12 13.1.2.4.6 31 ft Wide 13.1.2.4.6.1 thru 12 SES x Pg. 13.b 03/07/2016 k _t Mono-Truss:Flat:2-Modules-Wide Section Contents Pages 13.1 One-Story(continued) 13.1.3 7/12 Roof Pitch 13.1.3.1 35 PSF Ground Snow Load 13.1.3.1.1 20 ft Wide 13.1.3.1.1.1 thru 12 13.1.3.1.2 22 ft Wide Reserved 13.1.3.1.3 24 ft Wide 13.1.3.1.3.1 thru 12 13.1.3.1.4 26 ft Wide 13.1.3.1.4.1 thru 12 13.1.3.1.5 28 ft Wide 13.1.3.1.5.1 thru 12 13.1.3.1.6 31 ft Wide 13.1.3.1.6.1 thru 12 13.1.3.1.7 31 ft Wide-Low HH 13.1.3.1.7.1 thru 12 13.1.3.2 50 PSF Ground Snow Load 13.1`3.2.1 20 ft Wide 13.1.3.2.1.1 thru 12 13.1.3.2.2 22 ft Wide Reserved 13.1.3.2.3 24 ft Wide 13.1.3.2.3.1 thru 12 13.1.3.2.4 26 ft Wide 13.1.3.2.4.1 thru 12 13.1.3.2.5 28 ft Wide 13.1.3.2.5.1 thru 12 13.1.3.2.6 31 ft Wide 13.1.3.2.6.1 thru 12 13.1.3.2.7 31 ft Wide-Low HH 13.1.3.2.7.1 thru 12 13.1.3.3 60 PSF Ground Snow Load 13.1.3.3.1 20 ft Wide 13.1.3.3.1.1 thru 12 13.1.3.3.2 22 ft Wide Reserved 13.1.3.3.3 24 ft Wide 13.1.3.3.3.1 thru 12 13.1.3.3.4 26 ft Wide 13.1.3.3.4.1 thru 12 13.1.3.3.5 28 ft Wide 13.1.3.3.5.1 thru 12 13.1.3.3.6 31 ft Wide 13.1.3.3.6.1 thru 12 13.1.3.3.7 31 ft-Wide-Low HH 13.1.3.3.7.1 thru 12 13.1.3.4 90 PSF Ground Snow Load 13.1.3.4.1 20 ft Wide 13.1.3.4.1.1 thru 12 13.1.3.4.2 22 ft Wide Reserved 13.1.3.4.3 24 ft-Wide 13.1.3.4.3.1 thru 12 13.1.3.4.4 26 ft Wide 13.1.3.4.4.1 thru 12 13.1.3.4.5 28 ft Wide 13.1.3.4.5.1 thru 12 13.1.3.4.6 31 ft Wide 13.1.3.4.6.1 thru 12 13.1.3.4.7 31 ft Wide-Low HH 13.1.3.4.7.1 thru 12 ��l11 AL - 07s � Pg. 13.c 03/07/2016 i Mono-Truss:Flat:2-Modules-Wide Section Contents Pages 13.2 Two-Story 13.2.1 4/12 Roof Pitch 13.2.1.1 35 PSF Ground Snow Load 13.2.1.1.1 20 ft Wide 13.2.1.1.1.1 thru 20 13.2.1.1.2 22 ft Wide 13.2.1.1.2.1 thru 20 13.2.1.1.3 24 ft Wide 13.2.1.1.3.1 thru 20 13.2.1.1.4 26 ft Wide 13.2.1.1.4.1 thru 20 13.2.1.1.5 28 ft Wide 13.2.1.1.5.1 thru 20 13.2.1.1.6 31 ft Wide 13.2.1.1.6.1 thru 20 13.2.1.2 50 PSF Ground Snow Load 13.2.1.2.1 20 ft Wide 13.2.1.2.1.1 thru 20 13.2.1.2.2 22 ft Wide 13.2.1.2.2.1 thru 20 13.2.1.2.3 24 ft Wide 13.2.1.2.3.1 thru 20 13.2.1.2.4 26 ft Wide 13.2.1.2.4.1 thru 20 13.2.1.2.5 28 ft Wide 13.2.1.2.5.1 thru 20 13.2.1.2.6 31 ft Wide Reserved 13.2.1.3 60 PSF Ground Snow Load 13.2.1.3.1 20 ft Wide 13.2.1.3.1.1 thru 20 13.2.1.3.2 22 ft Wide 13.2.1.3.2.1 thru 20 13.2.1.3.3 24'ft Wide 13.2.1.3.3.1 thru 20 13.2.1.3.4 26 ft Wide 13.2.1.3.4.1 thru 20 13.2.1.3.5 28 ft Wide 13.2.1.3.5.1 thru 20 13.2.1.3.6 31 ft Wide 13.2.1.3.6.1 thru 20 13.2.1.4 90 PSF Ground Snow Load 13.2.1.4.1 20 ft Wide 13.2.1.4.1.1 thru 20 13.2.1.4.2 22 ft Wide 13.2.1.4.2.1 thru 20' 13.2.1.4.3 24 ft Wide 13.2.1.4.3.1 thru 20 13.2.1.4.4 26 ft Wide 13.2.1.4.4.1 thru 20 13.2.1.4.5 28 ft Wide 13.2.1.4.5.1 thru 20 13.2.1.4.6 31 ft Wide Reserved f - {. AL Q - 07 Pg. 13.d 03/07/2016 Mono-Truss:Flat:2-Modules-Wide Section Contents Pages 13.2 Two-Story(continued) 13.2.2 5/12 Roof Pitch 13.2.2.1 35 PSF Ground Snow Load - 13.2.2.1.1 20 ft Wide 13.2.2.1.1.1 thru 20 13.2.2.1.2 22 ft Wide 13.2.2.1.2.1 thru 20 13.2.2.1.3 24 ft Wide 13.2.2.1.3.1 thru 20 13.2.2.1.4 26 ft Wide 13.2.2.1.4.1 thru 20 13.2.2.1.5 28 ft Wide 13.2.2.1.5.1 thru 20 13.2.2.1.6 31 ft Wide 13.2.2.1.6.1 thru 20 13.2.2.2 50 PSF Ground Snow Load 13.2.2.2.1 20 ft Wide 13.2.2.2.1.1-thru 20 13.2.2.2.2 22 ft Wide 13.2.2.2.2.1 thru 20 13.2.2.2.3 24 ft Wide 13.2.2.2.3.1 thru 20 13.2.2.2.4 26 ft Wide 13.2.2.2.4.1 thru 20 13.2.2.2.5 28 ft Wide 13.2.2.2.5.1 thru 20 13.2.2.2.6 31 ft Wide 13.2.2.2.6.1 thru 20 13.2.2.3 60 PSF Ground Snow Load 13.2.2.3.1 20 ft Wide 13.2.2.3.1.1 thru 20 13.2.2.3.2 22 ft Wide 13.2.2.3.2.1 thru 20 13.2.2.3.3 24 ft Wide 13.2.2.3.3.1 thru 20 13.2.2.3.4 26 ft Wide 13.2.2.3.4.1 thru 20 13.2.2.3.5 28 ft Wide 13.2.2.3.5.1 thru 20 13.2.2.3.6 31 ft Wide 13.2.2.3.6.1 thru 20 13.2.2.4 90 PSF Ground Snow Load 13.2.2.4.1 20 ft Wide 13.2.2.4.1.1 thru 20 13.2.2.4.2 22 ft Wide 13.2.2.4.2.1 thru 20 13.2.2.4.3 24 ft Wide 13.2.2.4.3.1 thru 20 13.2.2.4.4 26 ft Wide 13.2.2.4.4.1 thru 20 13.2.2.4.5 28 ft Wide 13.2.2.4.5.1 thru 20 13.2.2.4.6 31 ft Wide 13.2.2.4.6.1 thru 20 OAC Pg. 13.e 03/07/2016 4 Mono-Truss:Flat:2-Modules-Wide Section Contents Pages 13.2 Two-Story(continued) 13.2.3 7/12 Roof Pitch 13.2.3.1 35 PSF Ground Snow Load 13.2.3.1.1 20 ft Wide 13.2.3.1.1.1 thru 20 13.2.3.1.2 22 ft Wide Reserved 13.2.3.1.3 24 ft Wide 13.2.3.1.3.1^thru 20 13.2.3.1.4 26 ft Wide 13.2.3.1.4.1 thru 20 13.2.3.1.5 28 ft Wide 13.2.3.1.5.1 thru 20 13.2.3.1.6 31 ft Wide 13.2.3.1.6.1 thru 20 13.2.3.1.7 31 ft Wide-Low HH 13.2.3.1.7.1 thru 20 13.2.3.2 50 PSF Ground Snow Load 13.2.3.2.1 20 ft Wide 13.2.3.2.1.1 thru 20 13.2.3.2.2 22 ft Wide Reserved 13.2.3.2.3 24 ft Wide 13.2.3.2.3.1 thru 20 13.2.3.2.4 26 ft Wide 13.2.3.2.4.1 thru 20 13.2.3.2.5 28 ft Wide 13.2.3.2.5.1 thru 20 13.2.3.2.6 31 ft Wide 13.2.3.2.6.1 thru 20 13.2.3.2.7 31 ft Wide-Low HH 13.2.3.2.7.1 thru 20 13.2.3.3 60 PSF Ground Snow Load 13.2.3.3.1 20 ft Wide 13.2.3.3.1.1 thru 20 13.2.3.3.2 22 ft Wide Reserved 13.2.3.3.3 24 ft Wide 13.2.3.3.3.1 thru 20 13.2.3.3.4 26 ft Wide 13.2.3.3.4.1 thru 20 13.2.3.3.5 28 ft Wide 13.2.3.3.5.1 thru 20 13.2.3.3.6 31 ft Wide 13.2.3.3.6.1 thru 20 13.2.3.3.7 31 ft Wide-Low HH 13.2.3.3.7.1 thru 20 13.2.3.4 90 PSF Ground Snow Load 13.2.3.4.1 20 ft Wide 13.2.3.4.1.1 thru 20 13.2.3.4.2 22 ft Wide Reserved 13.2.3.4.3 24 ft Wide 13.2.3.4.3.1 thru 20 13.2.3.4.4 26 ft Wide 13.2.3.4.4.1 thru 20 13.2.3.4.5 28 ft Wide 13.2.3.4.5.1 thru 20 13.2.3.4.6 31 ft Wide 13.2.3.4.6.1 thru 20 13.2.3.4.7 31 ft Wide-Low HH 13.2.3.4.7.1 thru 20 k • 07��1 Pg. IV 03/07/2016 M Structural Schedule for a 1-Story Dwelling: Job#: "Systems" Ground Snow Load 350sf' Basic Wind Speed VAsD t ' 3t1 mph35g c°% a Exp. G ;d Ultimate Wind Speed VULT -> ` 142 mph 3sg Eq.Exp"D"Wind Speed VULT; '•"?r130'mph.3sg; W1=324 pif —MW2=277 pif Mean Roof Height xy 20.1t 3 Wall Zone' 5 Roof Pitch. Truss Type K. fJlano<F]at Kneewall Dim. W3=649 plf W4=592 plf Roof Design StaiidaPd: ' Loading Section-"Loads per Module" Max.Module Width III t.. House Width(nom) Wall Height-1st Floor;_- ,-S;<: 8 f Typical Loads: 1st Fir.LL= 40 psf Ext Wall DL= 56 plf 1st Fir.DL= 30 psf Mate Wall DL= 40 pif (per mod.) Loading Section Formulas: W1=Truss Reaction+OH(as applicable)converted to PLF=324 plf. Reference page#2.2.3 within the Calculation Manual for loading origin. W2=Truss Reaction converted to PLF=277 plf. Reference page#2.2.3 within the Calculation Manual for loading origin. W3=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W1+Ext Wall DL [(O.S x 11)x(40+10)]+324+50=649 pif W4=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W2+Marr Wall DL Loading Section LL and DL Summary(plf): [(0.5 x 11)x(40+10)]+277+40=592 pif TL LL DL W16= 324 243 81 No-Transfer Load(NTL)Loading Section Formulas: W26= 277 208 69 W3 NTL W1=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Ext Wall DL W3= 649 463 186 [(0.5 x 11)x(40+10)]+50=325 pif W4= 592 428 164 W4 NTL W2=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Marr Wall DL W3 NTL W1= 325 220 105 [(O.S x 11)x(40+10)]+40=315 pif W4 NTL W2= 315 220 95 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,seepage 6.4.1.b of calc 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 W1 and W2,LL taken at 75%of TL,DL at 25%of TL 7) Zone 5 Stud and Stud Column values used as"worst case condition"values in charts below.See calc manual or alternate load section for Zone 4 values if necessary. 8) Referenced Standards: ASCE 7-02,05&10 and NDS 05,12&15. 9) Most common loading condition shown above. Load sections based on specific conditions may be generated referencing calculations in approved manual. Stud Requirements:° First Floor: 8'Wall Height 12"o.c. 16"o.c. 24"o.c. 2x4SPF#1/#2 OK OK NG E 2x6 SPF Stud OK OK OK 2x6 SPF#1/#2 OK OK OK 2x3 SPF#1/#2 OK OK OK 2x4 SPF#j/#2 OK OK OK 2x6 SPF Stud I OK OK OK 8ft High matewall stud calc values maybe used for9 ft high walls if solid wall blocking is installed at 8 ft aff.. Sidewall Table Load=324 PLF Matewall Table Load=277 PLF 03/07/2016 13.1.2.1.2.7 1st Fir.Headers&Girders-22'-Wide,5/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VASD/VuLT)Exp C,130(VuLT)Exp D Table"A"- Sidewall Headers and Girders(Wi): Table"B"- Sidewall Headers and Girders(W1): First Floor Reaction I Stud Columns z' First Floor 2,7Reaction Stud Columns � s page# 2x4 SPF 2X6 SPF 2x6 SPF 5 t Page# 2x4 SPF 2x6 SPF 2x6 SPF No. Mem Species Max.Span (lbs) #1/#2 stud #1/#2No Mem Species Max.Span (lbs) #1/#2 Stud #t/az 1 (1)2x4 SPF#2(s) 33"y'-19") 490. 4.3.a 2 2 2 1 (1)3.5" 2 OE,LVL 52--,(4--4'1),, 769 4:3a 2 2 2 2 (1)2x6 SPF#2(s) 48"(4-0") 717 43.a:` 2 2 2 2 (1)5.5" 2.OE,LVL 82"(6'-10")' 1212 4,3.a 3% 2 ?. 2„ 3 (1)2x8 SPF#2(s) ,p 61"(5'-1")' 908.>'''"+'43.a 3 2 2 3 (1)7 25" 2 OE,LVL 108""(9,4-) ;`1600 .4.3.a,i ?4 3 2 4 (1)2x10 SPF#2(s) 75"(6'-3") 1110s sy'4;3.a 3, 2 2 4 (1)9.25" 2.OE,LVL .,138"(11'-6'") 2030 4:3,a 4. 3' 2 5 1 (1)2x12 SPF#2(s) 87"(7'3"); 1288' 4.3.a 3 2 : i 2 5 (1)11.25" 2.OE,LVL 1654':(73'-9") 2439 4.3.a nja, 3 3 6 (1)2x4 SPF#1/#2 35"4(2'-11") •520 4.3.a 2 2 2 6 (1)12" 2.OE,LVL 175"(14'-7") '2591'` 4.3 a`' h/a 4 7 (1)2x6 SPF#1/#2 51""(4'-3".} 762:• 4J.a 2 y. 2' 2 7 (1)14" 2.OE,LVL .202"'(16--10") 2995: 4.1a; n/a i.4 3 8 (1)2x8 SPF#1/#2 65`(5'-5"j 965,E 43.a 3, 2< 2'' 8 (1)16" 2.OE,LVL 229"(19'-1") 3394 43a. n/a 4 3. 9 (1)2x10 SPF#1/#2 801(6'-81) ,1180 43.a 3 2 2. 9 (1)18" 2.0E,LVL ;255°(21'-3") 3792. 4.3;a� ".n /a n/a 3-, 10 (1)2x12 SPF#1/#2 93,(7-S-) '1369' 43.a 3 3 2, 10 (1)20" 2.0E,LVL '281"(23'-5") 4188 4.3a° ?:n%a F n/a, .3 11 (2)2x4 SPF#2(s) 47`,(3'-Ii") 693. •43.a. 2 2, "2 11 (1)22" 2 OE,LVL _.307"(25-7") .4579 4.3.a „n/ar n/a 4 12 (2)2x6 SPF#2(s) 69"(5'=9.") .1016- 43.a:,; •'3 2 2 12 (2)3.S" 2.OE,LVL ;: "66"(5'-6") 980 4.3.a, 3 .2 2 13 (2)2x8 SPF#2(s) 87"(741) 128i` 4;3.a 3 2. 2 13 (2)5.5" 2.OE,LVL .5,164"(8=8") 1546 4 3.a - 4 3 r 2 14 (2)2x10 SPF#2(s) 106`(8'-1D") 1574' 4.1t4 3 2 14 (2)7.25" 2.OE,LVL 138"(11-6") 2042 4,3:a<"• 4 3* 2 15 (2)2x12 SPF#2(s) 123"(10'3"Y 1828 . 4.3.6 ,. 4 3 2 15 (2)925" 2.OE,LVL ,176"(14-8") 2612 4,3,a" 'rt/a'; 4` 3 16 (2)2x4 SPF#1/#2 50"(4'-2") 738" 4 3.a _ 2 2 2 16 (2)11.25" 2 OE,LVL 213"',(17'4") 3184 4:3.a n/a7 4 3 17 (2)2x6 SPF#1/#2 7V(6'-I"), 1079• 4.3-a 3 2 2 17 (2)12" 2.0E,LVL '228"(19'-0"). 3400 4.3.a,, n/a 4 3. 18 (2)2x8 SPF#1/#2 92";(7'4") 1369• '4.3.a 3' 3 2 18 (2)14" 2.OE,LVL "265"(22'-i") 3976 4.3.a- n/a ,,.n/a 3 19 (2)2x10 SPF#1/#2 113"(9'-5") 1675 4.3,a 4 `t 3 2 19 (2)16" 2.OE,LVL 303"(25`4') 4554 4.3.a: n/a n/a ' 4 20 (2)2x12 SPF#1/#2 131"(10'41"),, 1945 4.3.a' 4 3 2 20 (2)18" 2.OE,LVL .340"(28'-41 5137 4.3.a, n/a n/a 4 21 (3)2x4 SPF#2(s) 62"(5'-V) :'-'.912 '> 4.3.a,.' ,gin/,a n/a 1 21 (2)20" 2 OE,LVL ;378'.;(31'-6") '5721 x 4.3.0 "n/a n/a .. 4 22 (3)2x6 SPF#2(s) 90".(7'-6") 1336, '"4,3.a 4. 'n/a 91a .2 22 (2)22" 2 OE,LVL `415"(34'-7")` ,6308. 43.a' `nJa n/a ....n/a 23 (3)2x8 SPF#2(s) 114'(9'-6") 1694 4.1a n/a, :n/a 2 23 (3)3 5" 2.OE,LVL .76",(6'-4") 1128 4.3.a „n/a n/a 2 24 (3)2x10 SPF#2(s) 139'`(11-7") 2674 .. 4-3.a ;n/a n/a '2 2A (3)5.5" 2.DE,LVL "120"(IOi=O"j_ 1781 4.3.a. nJa, nA 2 25 (3)2x12 SPF#2(s) .161'(13'-5") 2409' `, 4.3,a„ ri/a .• u/a 3 25 (3)7.25" 2.OE,LVL 358"(13'-Z"). 2355 4.3•a ,,n/a n/a 2 26 (3)2x4 SPF#1/#2 65"(5=5") 969, 4,3,,a'? n/a" n/a 2 26 (3)9.25" 2.OE,LVL ;201"{16'.-9"). 3016 4.3.a `n/a n`/a 3 , 27 (3)2x6 SPF#1/#2 90(W-O"). 1426 4.3.a,• n/a,, ;n/a 2. 27 (3)11.25" IDE,LVL 244"(20'4'j 3682 4:3.a n/a 28 (3)2x8 SPF#7/#2 121"(10'-1") 1803 4.3 a n/a` ,n/a- 2 28 (3)12" 2.OE,LVL ',260' (21'=8") 3932 4:3.a nJa n/a' „3 29 (3)2x10 SPF#i/#2 ,148,"(12'4") 2207 4.3.a n1a < n/a, 2 29 (3)14" 2 0E,LVL 303`.'.(25'-3") 4604 f,3.a nJa . n%a 30 (3)2x12 SPF#1/#2 ;171"(14-3")' 2565 4.3.a , n/a n/a 3•" 30 (3)16" 2.OE,LVL 346'(2840") <5282. 4.3.a . n/a n/a 4' A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load=350 PLF 31 (3)18" 2.OE,LVL 389"(32'-5"j ` '5962,. 43.6 n/a a n/a n/a 32 (3)20" IOE,LVL '431"(35-Il") 6648 `' 4.3.a n/a n/a n/a Stud Column Table Load for Tables"A"&"B"=400 PLF 1331 (3)22" 2.OE,LVL 474".(39'=6") 7338 4.1a n/a> n/a n/a A=LL=240,TL 180,CD=1.15 Wall Height=8ft Table Load=350 PLF Table"C"-Matewall Headers and Girders(W2): "Per Module" Table"D"-Matewall Headers and Girders(W2): "Per Module" First Floor s 3 Reaction Stud Columns First Floor F#1#7' d Columns s Page# 2x3 SPF 2x4 SPF 2x6 SPF Reaction Page# No Mem Species Max.Span (lbs) No. Mems Species 1 Max.Span (lbs) 2x45PF 2x6 SPF #1/#2 #1/#2 #1/#2 #1/#2 #1/#z 1 (1)2x4 SPF#2(s) .36"(3'-0"j 453 4.3,a 1 1 1 1 (1)3.5" 2 OE,LVL S5!'(4--7-') 696 4.3.a 2 (1)2x6 SPF#2(s) r 52"(44),> 663• 4.3.a 1 .1, 1 2 (1)5.5" 2 OE,LVL 87'!(7'-3") 1098 4.3.a 1 3 (1)2x8 SPF#2(s) 66`.{5'-6") 841' A.3,a 1 1. 1 3 (1)7.25" 2 OE,LVL -114"(9'4"): ;. 1449, 4.3.a'' '`2 1 1 4 (1)2x10 SPF#2(s) ? 81:`.04`) 7.028 4,3.a 1 "1 1 4 (1)9.25" 2.oE,LVL 746'"{I2"-2"),: '1852" 4.3,a `;2 1 1 5 (i)2x12 SPF#2(s) > 94,`(7`-10") .. 1193 "4.3.a 2 1 1 5 (1)1125" 2 OE,LVL X78",(1440") 2255 4,3,a 6 (1)2x4 SPF#1/#2 38"(T-2") 482 4.3.a 1 -1 .1 6 (1)12" ICE,LVL 189"(15'--9") 2401 4.3.a ,3 2 7 (1)2x6 SPF#1/#2 56"(4'4') 706' r.x 4.1' 1. 3 .1 .. 7 (1)14" 2.OE,LVL 218"(18'-2"), 2776 - ,4,3.a 3 2 ,' 1. 8 (1)2x8 SPF#1/#2 71"(5'-11") x 894, 4.1a 1 '' 1 1' 8 (1)16" 2.OE,LVL ,247"(20'7") 3147 :4.3.a 3 :2 9 (1)2x10 SPF#1/#2 86"(T-2") 1093 4.1a 1 1 1 9 (1)18" 2.OE,LVL ,2 (22'-11") 351fi 4.3.a 4' 2 2. 10 (1)2x12 SPF#1/#2 -100'!.(V-4")' 1269 4.3.8 ` 2 1 1 10 (1)20" 2.OE,LVL 303"(251-3".)• 3882; `4.3.a 4 2 2 11 (2)2x4 SPF#2(s) 51!'(W-1311), 641;, 4,3.a n/a 1 1 it (1)22" 2.OE,LVL 331"(27'7") 4247 -4.3.a 4';', 2 2 12 (2)2x6 SPF#2(s) ? 74!'(6-2") 940 4,3.a, n/a 1 .1 12 (2)3.5" 2.OE,LVL 70"(5440") 886 - 4:3.a n/a,' .1 1 13 (2)2x8 SPF#2(s) 94,"(7`40") ' ..1193 ' 4.3,a n/a > 1 1 13 (2)5.5" 2.OE,LVL 110"(9'-2") 1398 4.3.a n)a 1 1: 14 (2)2x10 SPF#2(s) 115"(9'7") 1460, 4,$,a' n/a 1 1 14 (2)7.25" 2.OE,LVL 145"(12'=1"j 1849 4;3.a n/a. I 1. 15 (2)2x12 SPF#2(s) 133'°(11'-1") 1695 •4.1a nJa 1 1 15 (2)9.25" 2 OE,LVL :185",(IS'-5") 2365 4:3.a n/a 2 1 16 (2)2x4 SPF#1/#2 54"(4'-6°) a 683: 4Aa n/a 1 .1 16 (2)11.25" 2.OE,LVL 225!k-(Ii--V) 2885 4.3.9 n/a 2 1 17 (2)2x6 SPF#1/#2 79"(6'-7'); 1000 4.3:a n/a 1 1 17 (2)12" 2.OE,LVL 240"{20'-0") -3080, 43.a 18 (2)2x8 SPF#1/#2 ; 100"(8'-4")' 1268, -4.1a,- n/a 1 1 18 (2)14" 2.OE,LVL 2'79"(23'-3") 3603^ 4.1a` n/a, 2 2 19 (2)2x10 SPF#1/#2 122"(10'-2") 1552 ''Y4.3.21 '' 0/a 41 1 19 (2)16" 2.OE,LVL 319"'(26--T) 4129 4,3.a n/a 2 2 20 (2)242 SPF#1/#2 141"(114") ` •1804` 43.a oja 1 1 20 (2)18" 2.OE,LVL i358"(29'-10") 4657 4.3.a n/a.; `` 3' 2 21 (3)2x4 SPF#2(s) 66"(5'-6"), -843 4.3.a r" n/a n/a +. .1 21 (2)20" 2.0E,LVL X397"'(33'-1") 5190 4.3.a nJa 3 "` Z'; 22 (3)2x6 SPF#2(s) ,, 97"(8'-1")', ',1237 4.3.a h/a a n/a 1 22 (2)22" 2 OE,LVL -437"(36`-5") 5724 4.3.a n/a 3 2' 23 (3)2x8 SPF#2(s) `123"(10'-3".) ;F 1570 4.3a n/-a in/a 1 23 (3)3.5" 2.OE,LVL 8011(6'-S") 1018. 4:3.a' n/a n/a 1` 24 (3)2x10 SPF#2(s) i 156"(12',4") 1922 4.3.a n/6 J. n/a,' 1 24 (3)55" 2.OE,LVL 126",(10'-.6")- 1611 4.3.a, n a h[a 1 25 (3)2x12 SPF#2(s) 174"(14'-6") 2234 , A.1a.:.:...n/a n/a; "".1 25 (3)7.25" 2.0E,LVL 166'0(13'-10"). 2132 4.3.a nJa n/a 1, 26 (3)2x4 SPF#1/#2 71"(5'-71") 899 43:a n a n/a' 1 26 (3)9 25" 2.OE,LVL '212"(17'=8") 273Z 43.a p/a n/a 1 27 (3)2x6 SPF#1/#2 103"(8`-7") 1416`h kia' n/a, OR 1 27 (3)11.25" 2.OE,LVL 257"(21'=S"j 3337'' 4:3,a n/a •,n/a 1. 28 (3)2x8 SPF#7/#2 131"(10'-10 ` 1671 4ia ".n1a b%a 1 28 (3)12" 2 DE,LVL 274`(22'-10") .3565 4,1a n%a nja 2 29 (3)2x10 SPF#1/#2 '159"(73'31') _: 2647 4.3a n/a 91a; 1 29 (3)14" 2 OE,LVL .319"(26=7"}" 4177 4.3.a n/a 30 (3)2x12 SPF#i/#2 `184"(I5'4"') 2380' .4.3.a n/a.. n/a 1, 30 (3)16" 2.OE,LVL 364"(30'-4"), :4793" 4,3,a n/a n/a 2 A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load=300 PLF 31 (3)18" 2.OE,LVL 409,"(34'-1") 5413 ..;4.3.q nJa' n/a z 32 (3)20" 2.OE,LVL ;4531'(379"). ,6039. 4,3,a n/a^ nJa 2' 33 (3)22" 2.OE,LVL >498"(41'-6`r) 6871. 4.3.a nJa'. .h/a''' •,,2, A=LL=240,TL 180,CD=1.15 Wall Height=8ft Table Load=300 PLF 03/07/2016 13.1.2.1.2.8 1st Fir.Fir.Girders-22'-Wide,5/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VAso/VOLT)Exp C,130(VOLT)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 Page B # First Floor Reaction Pae# (W4-W2) No. Mems Species 1 Max.Span (lbs) No Mems Species' Max.Span (lbs) 6 1 (1)2x8 SPF#2(s) 47"(3'11). 1189 :r. 4,2:3 1 (1)2x8 SPF#1/#2'r,61',! `- Z x 'A, 2 (1)2x10 SPF#2(s) '57W1(4r:9"}` 1452 Y4,2 2 (1)2x10 SPF#1/#2 3 (1)2x12 SPF#2(s) ,:6T(5'-7"}"'Y11685 '4 2,a, 3 (1)2x12 SPF#1/#2 N^86"(Zi-2'7 ;.,1277. 4.ta` 4 (1)2x8 SPF#i/#2 .,SO!�`(4:-2") ''� 62^ .,' 4:2 a" 4 (1)7.25" 2.OE,LVL :x.941-,(7'401-)'- 1395' ;;,444- 5 a 5 (i)2x10 SPF#1/#2 : .61°:(5 1) 7543` . 4.2;arF i 5 (1)9.25" 2.OE,LVL 6 (1)2x12 SPF#1/#2 i 71,(5 11� 4,2'x4 6 (1)11.25" 2.0E,LVL 14Z! 4 1 a x 7 (1)7.25" 2.OE,LVL Zy.78"•`(6 6='')"" F1964'r 'x 4 2 a;' 7 (1)14" 2.OE,LVL X183"'(15,'-3'•>)::=:c 2704:'', 4.1'.a 8 (1)925" 2.OE,LA 99,'(83.'.') '.."+25Q9; 4.28'' 8 (2)2x8 SPF#1/#2 Y;:86"(7420^ %;,1277 V4:21a 9 (1)11.25" 2.OE,LVL 121 (i0F1)_y:_3055x T 4:2:a 9 (2)2x10 SPF#1/#2 x:105`(8'9 0;-,, 10 1 12" 2.OE,LVL 129',10'=9','` 3259:; 42 a" 10 'a ( ) ., 1 a (2)2x12 SPF#1/#2 1122":(1�'-2") '.1813 r4.i:aa. 11 (1)14" 2.0E,LVL 4,iS1";(12=2 11 (2)7.25" 2.0E,LVL X120"-.'(10`'0"), ;`;1783 ?{:La 12 (1)16" 2.OE,LVL ^17Z4�(1,4'•-+i"j'x•;4395,r 4,2.8 12 (2)9.25" 2.OE,LVL .OS3"(12'=9"); '2284• ?;,414,1 a 13 (1)18" 2.OE,LVL ;`194x'(1„6u=2"} % 4805,,; F4,2.a'; 13 (2)1125" 2.OE,LVL 187",(15 Tdj"' 2788 It 14 1 20" 2.OE,LVL ?215 `" ` ( ) ,{17�i11"}c�'5�53; a' 4yZya.t•s 14 (2)14" 2.OE,LVL �:233'.',(19 15 (1)22” 2.0E,LVL v:236"(39'-8"}` '^5972. _rx 4.2. 15 (3)2x8 SPF#1/#2 x 113.'(9'.-Sx) `SGB T^ 1 axe' 16 (2)2x8 SPF#2(s) 66 (5'6").; "16816"vF,2 a; 16 (3)2x10 SPF#1/#2 i X38"(11'-fi'.'ji;:'ZOS$', 43`.x•; 17 (2)2x10 SPF#2(s) 81 W-9 2085'. 4:2:a 17 (3)2x12 SPF#i/#2;:359"(13'-3")x x;'2341': vh....•. 18 (2)2x12 SPF#2(s) k';99";17.`10") ":2385;;s' :4:2 a 18 (3)7.25" 2.OE,LVL '138"(U;� �') --2064.';',' a a ' 19 (2)2x8 SPF#1/#2 ,71+(511"} 1788 ,`t�4,2 d? 19 (3)9.25" 2.OE,LVL x=177q. 20 (2)2x10 SPF#1/#2 1'86"7 2}+,+_,x2185'2.a 20 (3)11.25" 2.0E,LVL ;215",(].7'-li's)p 323E; 4.1 21 (2)2x12 SPF#1/#2 ,"100"•(8 4") ,+253T 4.Ia:_Nz 21 (3)14" 2.0E,LVL N 267"(22'-, 8059"x;; i}, a' 22 (2)7.25" 2.OE,LVL Z;100',(8,-4") 2522%&1,.4.2.4,-: A=LL=360,TL=240,CD=1.0 Table Load=350 PLF 23 (2)9.25" 2.OE,LVL '127'_• 0:4')• 3 4:2'a° 24 (2)11.]5" 2.0E,LVL x155"(12;;11'): ..a930,F'°' 4.2.a - 25 (2)12" 2.OE,LVL 262 14" 2.OE,LVL 193":( 4'! A 7 ( ) �) y: 27 (2)16" 2.012,LA •`'x220"1(18'-4")�;i^�56 42:x`'•' 28 2 18" 2.OE,LVL ( 48';'20'=8" `6 35� ," 29 (2)20" 2.OE,LVL 276".(23'-0'} ;+7053";<; ';.4:Za„;s 30 (2)22” 2.OE,LVL `s 303!-(25.'-3") 31 (3)2x8 SPF#2(s) 87'^(7-3") w,.2$12x':Y, 4;2.a:, 32 (3)2x10 SPF#2(s) 107`.a($ii')y05 r ?FN2:;° 33 (3)2x12 SPF#2(s) Y23F"(10,3'>'). 31404,Z.a'�, 34 (3)2x8 SPF#1/#2 v 93"(Ti;9") � 2352 s 4 Zay ...:, 35 (3)2x10 SPF#1/#22877'' -4:2.a''r 36 (3)2x12 SPF#1/#2 x131,":�1U'-11"j=::`:3339;° 37 (3)7.25" 2.OE,LVLy5yy�115'(9', "} 32918 38 (3)9.25" 2.012,LVL 1P" 39 (3)11.25" 2.0E,LVL ;:178">s(14;1Q"j:%<45�5.r#s 40 (3)12" 2.OE,LVL :190".`iS'10".)' :4864: .x;9.2 a' 41 (3)14" 2.OE,LVL 42 (3)16 2 OE,LVL (2V- 43 r .. ( ) 254"(2V 2"): X 5526 arty.¢:2 43 (3)18" 2.01R,LA >;86"(231]0!)1.7365^,'x42aY, 44 (3)20" 2.OE,LVL '">318"^(26'•6'),1:8212;, 45 (3)22" 2.0E,LVL .349";(29f-1")= -9061:x 8.2 a A=LL=360,TL 240,CD=1.15 Table Load=600PLF 03/07/2016 13.1.2.1.2.9 Structural Schedule for a 1-Story Dwellinl. Job#: "Systems" 77 Ground Snow Load f, rm % 4 Basic Wind Speed Vaso C '110 rilpii;3sg:` ' Exp. Ultimate Wind Speed VULr:: x i ; 42 in h Ss Eq.Exp"D"Wind Speed VOLT iXr z 130 mpH'3sg _x$ W1=479 plf �, W2=392 Of Mean Roof Height ., '2Q.ft,'• a v 3 Wall Zone. 5 Roof Pitch Truss Type ` ;`lVlnno Feat Kneewall Dim. ` :ii%a W3=879 plf W4=782 plf 5tartdard: Loading Section- Loads ver Module Roof Design " " Max.Module Width House Width(nom) .>%:. ? '28 fE Wall Height-Ist Floor ` Typical Loads: 1st Fir.LL= 40 psf Ext Wall DL= 50 plf 1st Fir.DL= 10 psf Mate Wall DL= 40 pif (per mod.) Loading Section Formulas: W3=Truss Reaction+OH(as applicable)converted to PLF=479 plf. Reference page#2.2.6 within the Calculation Manual for loading origin. W2=Truss Reaction converted to PLF=392 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 14)x(40+10)]+479+50=879 plf W4=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W2+Marr Wall DL Loading Section LL and DL Summary(pifl: [(0.5 x 14)x(40+10)]+392+40=782 pif TL LL DL W36= 479 360 119 No-Transfer Load(NTL)Loading Section Formulas: W26= 392 294 98 W3 NTL W3=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Ext Wall DL W3= 879 640 239 [(O.S x 14)x(40+10)]+50=400 plf W4= 782 574 208 W4 NTL W2=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Marr Wall DL W3 NTL W1= 400 280 120 [(0.5 x 14)x(40+10)]+40=390 plf W4 NTL W2= 390 280 110 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 underthe header. 3) Int. Stud Columns reference page 6.4.1.a of Calc Manual. Columns shown are braced. If unbraced,see page 6.4.1.b of calc manual-choose appropriate column for reaction given. 4) Reference page 6.1.1.a of Calc Manual for ExteriorStuds and page 6.3.1.a of Calc Manual for IntenorStuds. 5) Reference Section#4 of Calc Manual for Headers,Beams and Girders. 6) For the purpose of determining truss LL&DI-for W1 and W2,LL taken at 75%of TL,DL at 25%of TL. 7) Zone 5 Stud and Stud Column values used as"worst case condition"values in charts below. See calc manual or alternate load section for Zone 4 values if necessary. 8) Referenced Standards: ASCE 7-02,05&10 and NDS 05,12&15. 9) Most common loading condition shown above. Load sections based on specific conditions may be generated referencing calculations in approved manual. Stud Requirements:° First Floor. 8'Wall Height 12"o c. 16"o.c. 24"o.c. 2x4SPF#1/#2 OK OK NG Sidewall 2x6 SPF Stud OK OK OK 2x6 SPF#1/#2 OK OK OK 2x3 SPF#1/#2 OK OK OK Matewall 2x4 SPF#1/#2 OK OK OK 2x6 SPF Stud OK OK OK 8ft High matewall stud calc values may be used for 9 ft high walls if solid wall blocking is installed at 8 ft of f.. Sidewall Table Load=479 PLF Matewall Table Load=392 PLF 03/07/2016 13.1.3.1.5.7 1st Flr.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Fig,110/142(Vaso/VOLT)Exp C,130(VOLT)Exp D Table"A!'- Sidewall Headers and Girders(W1): Table"B"- Sidewall Headers and Girders(W1): First Floor Stud Columns 2" First Floor Stud Columns''? Reaction Reaction s Page# 7x4 SPF 7x6 SPF 2x6 SPF g 1 Page# 2x4 SPF 2x6 SPF 2x6 SPF No Mem Species Max Span (lbs) No Mem Species Max Span (lbs) #1/#2 Stud #1/#2 #1/#2 Stud 111/#2 i (1)2x4 SPF#2(s) <��z27"(2'=3"}'�n;'584= "'=�K3.as<'"�:.2..y �' 2,�; 2;�; 1 (1)3.5" 2.OE,LVL ^r'46;h3=-10:• `v:;97D^'s4s-` 4'3.a''='` x,Z�:•"x2 �''2 k"s�'=v1i.<.<.,;< r:!:<As ^'" — �r 1'.x� - ( ,.��''t#c,,�� �< '�.'�".n x';:".9 x 2 1 2x6 SPF#2 s x,40;(3'4") ,x855 •, 4 3.a: 2 ;; ( ) is 1,(5=1i �X3491 Cx 4.3: w3; x T- ' ( ) () w, " :2 4 ....2'- 2 (1)5.5 2 OE,LVL .: . )' E;., r 3 (i)2x8 SPF#2(s) <i 51'(4,'3"),`,;.ti1084`: :;j 4;3:x- : ,Y 3:.< '2, 2 3 (1)7 25" 2.OE,LVL 92"(7'-8,"):..`',1932" '',r4:3 a'-<c R{;3e 32.OE,LVL US 5 (1)2x12 SPF#2(s) 731'.(6'-1')$ .1539r`J:n`'4.3.a%s v 3 x 2 >.2 5 11)9.25'11.25" 2.OE LVL X138'"'(9'7rr} 24 ^�u K7, 10 r,4 x 3 ge "2t ( ) () ( )•4.. ( ) fl?'.=6'•)=-x,;29 4.3.x: n) S x ,x 2. s'. :. a° :sad,. x,<• i 6 (1)2x4 SPF#1/#2 29 (2`=5'.:u''62Z _4:3:a? : 2°x 2 2<F 6 1 12" 2OE,LVL X147".12'13', ' 3D92` 4:3.a n a.z 3 7 (1)2x6 SPF#1/#2 ,43"h[3'„-7")" 911 ."4.3.a,'Z:x.Z Zz,,- 2">; 7 (1)14" 2.OE,LA B (1)2x8 SPF#1/#2 55"1(4`:7") 1153 4.1a,;'i, 3 ''2•,"'` 2 8 (1)16" 2.OE,LVL §2 2"'(16'-0' 4047'- 4:3.a n/a ;'i 4 3t, 9 (1)2x10 SPF#1/#2 <: "67'r(5`,7"}_ 1408 s u 4`•3:a%;jx 3. ;_2 a_.• 2 9 (1)18" 2.OE,LVL '<!14"-(17-10") X4520- x x d ::. 11/tea 4�j2,4 3 10 (1)2x12 SPF#1/#2 ;,78'".(6`,6"}`. <a,i63fi,-;• 4 3.a`t:0 3 `; '2..:,. ,°•2 .. 10 (1)20" 2.OE,LVL X236"(19-8') y 4990;< r,,4:3:x1 n/a;:. .n/a?:<> ;x 11 2 2x4 SPF#2s "' :a;2":' 11 1 22.. ' .:.;' � x t ( ) () ;%39,-{3=3.•}% ' 828; 4.3:a x 2 >2 ( ) 2.OE,LVL r 258"(Zi`6")i, :5457;::.. `.4:3.x' '.,n/s'.:1.<n/a 3,";< T. 12 (2)2x6 SPF#2(s) � 57"(4'-9"} 1z1Z .•: 4.3.a .3` 2.1 2" 12 (2)3.5 2 0E,LVL 59"<4'-1i" 1236 ":-4.3.a 7 3.z .K ,2 .... y v.. 13 (2)2x8 SPF#2(s) .731x(04"). 1536 4.3,d .,. 3' %`•Z°,.*'.Z 13 (2)5 5" 2.OE,LVL 1 .7. 14 (2)2x10 SPF#2(s) .'89x'(7=5")<•M '1873:` 4.3.a s A 3;—,q A- i:k 2 14 (2)7.25" 2 0E,LVL 122"lb'=2„}•i ,,,2575•Y 2; :.<:;r, L�i;x_•. Kz•C:`:.,<< �. ..T��,•,,' Qs3.a.w= 3Xys 15 (2)2x12 SPF#2(s) i.103,:(8=7"}e,.,2183a<na 4:3.a, •; 4.;,.<-..'3 '2. 15 (2)9.25” 2OE,LVL x156':{33',=0'1; 3290'," xX43:ax. •"na" `'.3r 16 2 2x4 SPF#1#2 ; „.-'x+'• r- ” f ) / '.42!',(3',6'7, 'ti 879 "k:3.a:':.„IZ <. i2°,z '2 16 (2)11.25” Z. LVL x1189"'(15'-9 17 (2)2x6 SPF#1/#2 61",(5'-1")'"' 1288,; 4.34a Wk,,3 `,2 ; 'Z.;., 17 2 12" 2.OE,LVL 202" 16'-10" 4279 "` ',4.3a, ' p a; 18 (2)2x8 SPF#1/#2 ,]Z"(6'5`) :1633:.±i 3 ;x 2" r 18 (2)14" 2.OE,LVL :Z35".(19'=7.'.,};,;:.;,5000'`"rt ,3x' 19 2 2x10 SPF#1#2 ' ` ' ;:. Y� x, ( ) / „94 x(7.10:") '1998' !3 3.x " 3'*, 3 2 19 (2)16" 2.OE,LVL r, a° n x43' 20 2 2x12 SPF#1#2 '109" <= ' ( ) / Y9:-1'.')= 2319" , 4:3.a a`4. `3=rr; 2 20 (2)18" 2 OE,LVL ?.x301"(25'=1' ;;`''643D' "4.3:x: xrn�a;x:n/ax 4, 21 3 2x4 SPF#2s 'S1";4';3" X1088;; / ',n/a'- O "( ,) /'xx ^'' / O O (.- } 43:a%^:,�<n a' y:, .2'' 21 2 20" 2.OE,LVL `'.332 2T=8". 7103: 4.3.x; n a'�•� h all 22 (3)2x6 SPF#2(s) 75"(6'-31 x,:1593, 4.3:x;7;%ten/a !n/a '2 ' 22 (2)22" 2.OE,LVL >.362"(30'-Y')= :.2772' 4 x ._:n%a".''`n/a°.<x'y:k 23 (3)2x8 SPF#2(s) 9fi'(8',0")- ' 2021 4.3:a,�-'.n/a .; n/aye2.4, 23 (3)3 5" 2.OE,LVL v b7"_{5=') V 1423 ;' 4.3 a 24 (3)2x10 SPF#2(s) X117',';(9'9') :2472;- r4:3 / ( a. 2x_ ( ) 0 (8' �)2 2244r 43.ax•rna' n%a _ 2,., ti' a.W,n a l n a.;. 24 3 5.5" 2 OE,LVL 1 6 10' ( :. a 25 (3)2x12 SPF#2(s) 135`.(11-3)..+2870, :-_ 4:3�a; n/a' .xn/a'�<:. 2'. 25 (3)7.25" 2.OE, i=140�{i1-8',)',,�296T:.<,4:3:a "fin/a�Rcv:n/a.�,`,;4'%' xl,.'Yek.. 26 (3)2x4 SPF#1/#2 ' SS!-(4'-7") " 1457 4:3;a `�.n/a n/a:, 2 26 (3)9.2511 2.OE,LVL ;•,178"(14-IQ',') ;'3795 `4,3.a^, 'n/,a ..n(a- 3 , 27 (3)2x6 SPF#1/#2 80"`(6`-8'). < 1696' 4%3.a z 'n/a`, sn/ay''',..•2 27 (3)1125" 2.OE,LVL ..217'''(18'-] )„'i 4630 y43 a;,X,�n�a,., ;'tn/a *3 \ 28 (3)2x8 SPF#1/#2 %`,.10];(8'S") X2148 4 3 a n/a n%a `''x2 28 (3)12" 2.OE,LVL 231":(19 3}s: 4944 ' 4 3 a r n/a n/a' r" 3'°" 29 (3)2x10 SPF#1/#2 $124';(1Q'a,) 263Q 4,3.a <;n/a , an/a 29 (3)14" 2.OE,LVL270s'(22'-6'J;x 5782 x 3.a:Y tip/aa/a rA 3 30 (3)2x12 SPF#1/#2 :1.43'(11,-11`)-,, :3053.. 4;3;a :,„n/a. 'n/a. .'” Z 30 (3)16" 2.OE,LVL >�3D$ (25-8') 6623• x R 9 a• n/a n/a q A=LL=240,TL=180,CD=1 15 Wall Height=8 ft Table Load=500 PLF 31 (3)18" 2.OE,LVL 346";(28'407469'+' ;h4.3.a, ri/asr' nJa• 32 3 20" 2.OE,LVL "384"32' 8320x ( ) , ( a0'') yy 4 3_a: 33 (3)22" 2.0E,LVL :422 (35''-2"]s r,w9175=;, ,,4:3 x' °-a%a n/ar•' hii%a`a A=LL=240,TL 180,CD=1.15 Wall Height=8ft Table Load 500 PLF Table"C"-Matewall Headers and Girders(W2): "Per Module" Table"D"-Matewall Headers and Girders(W2): "Per Module" First Floor IReaction Stud Columns 3 First Floor Reaction I Stud Columns 3 s Page# 2x3 SPF 2x4 SPF 2x6 SPF g Species Max.Span 1 Page# 2x3 SPF 2x4 SPF 2x6 SPF No. Mem Species Max.Span (lbs) #1/#2 #1/#2 #1/#2 No. Mem (lbs) #1/#2 #1/#2 #1/#2 1 (1)2x4 SPF#2(s) 3N (2•'-7") 524.4",.`.<4 3.ai��'," 1. ;1,•_:'1 1 (1)3.5" 2 OE,LVL x"50"(4'-2')''r 4 839 143-a, "4 s 1 A ;772 (1)2x6 SPF#2(s) 45 �3;-9°} `767, ,4:3-a` "'"1 2 (i)5.5" 2.OE,LVL ! a r i? K•,,.: 4 a- i :z .r ._ :,• 3 1 2x8 SPF#2 s 'S " i' _ = x. s « ! , < 7"x 4 .1 S4, a' ''.1� - x 1` 1• 3 7.25" 2.0E LVL -103" 8% .129 4 (1)2x10 SPF#2(5) 70",(5=10'�s,}z1187,x :_4.3.a" ::y2 ;lYs ','1 4 (1)9.25" 2.OE LA x '` z. '< 'i ;, �. <...... T;.':., .,• •:. �29':1U'9')x .,217Y`' 4:3.a 2 2 .k,..l { n 5 (1)2x12 SPF#2(s) :,;BP,t 1376,'. .,.1' S (1)11.25 2.OE,LVL x854(i2'-10•) "'2606' �}:3:aY "3, Y 2 ' 6 (1)2x4 SPF#1/#2 33",(2'-9"),, 556 '43.4 `, ,'1 i.,.;` .1£ ] 6 (1)12" 2.OE,LVL 164 (13'8 '":2769 < 4:3£x, 7 1 2x6 SPF#1#2 (4 U"•) f 814.' 4.3:a<" 1 gg`fir : 7 114" 2.OE,LVL .1$9" 15',9:r 31 y, „4.3az;,x'. 3 ^x'2. "1 ( ) / ;6.48 :.x__ ;°x ,,>. Y-' :z ( ) ( j' x -, z_ . 8 (1)2x8 SPF#1/#2 ,.615<(5'=1;}, ^:.1032. : .4.3 '+ 1 g 1"z F 1 > 8 (1)16" 2 OE,LVL <�14",[17,`-,10,'. 3625"(''°^4.3:9 ,'4,�: y' 9 (1)2x10 SPF#1/#2 --,'75' ".2:; i' <>1'. 9 (1)18” 2.OE,LVL 3239"(19`-11'} ,-,4049 ;y?a,4.3.0 4, u' 2 2' 10 (1)2x12 SPF#1/#2 a"87"'(T-3") 1464',% 4.3:a "u2: 'PI 4-,--1 10 (1)20" 2.OE,LVL 11 2 2x4 SPF#2 s 44' 3'8 �``7421,1"' ;43xn/a'S; 1;' 11 O 22" 2 OE,LVL x'288"(2470."}" �::Zi,•.,Rx 12 (2)2x6 SPF#2(s) 64" x4')-r,;,085 '4.3x., n `"x l :1•`> 12 (2)3.5" 2OE,LA z 63;(5'-34)x` 13 2 2x8 SP 2 n,,ir'i Z;:'!"..,.:(.. '�_ ,;4X-A a,,.,. . ,� ( ) F# (s) 81, (6 9,j, 1376'"`4 4;3,a><,y.sn/as.:x rxi' rs<,ci 13 (2)5.5" 2.OE,LVL �„100"(8' 14 (2)2x10 SPF#2(s) 99 (8i-3")'Y' 1683;y,Y;Y 4<3 a 'n/a.; ;x l:;<, .,1 14 (2)7.25" 2.OE,LVL ;'132°(11'-O a)"�;2226 R.3.a - -n/a 15 (2)2x12 SPF#2(s) ,,1159r `1952., 4.3.a 'n/a' i 1. IS (2)9.25" 2 OE,LVL 168 (i4-0 ;2847 ;,;q,3-a 16 2 2x4 SPF#1#2 '#47” ' ( ) / 1(3;;11"); 78,8xr k 4:3.a x s:n(a' ;1, 1 16 (2)11.25" 2 0E,LVL K ZD4'-'_(17'0'=)<"3471 ,'4.3.x a/a-,'ri.2 A, 17 (2)2x6 SPF#1/#2 6 ( }' a. ' =Y�'Np'/x =k x . 8">5'=8" 3 .1153 .. F4:3a �n'a ;," ]x ;:T:. 17 (2)12" 2OE,LVL 18 (2)2x8 SPF#1/#2 tx 86"(V-2�r)=" 146V,f;.4:3a x�;n/a;`-` =1^ " 7. 18 (2)14" 2.OE,LVL .<254"-(21'-2) '*44331 : ':x4.3'a •:h/a:.z ..2 2 19 2 2x10 SPF#1#2 R%1 $i; i tri +o. :c • ( ) / 0 �{$-x ); '1789' 4.3;an :n(a .X';i,x;� ,.�. 19 (Z)16" 2.OE,LVL }x290"(24`;z':),;�g960 �4 4.3a ,n%a, 20 (2)2x12 SPF#1/#2 ;IiZ,,(10=2") 2076;;r:.,4:S:a,. ';'n/a_ j'1'_; 1 :. 20 (2)18" 2 OE,LVL `026"0,Z Sry;:5593'a n,+;>4 3:a, :..'p/a,I`zY'3' 2 21 (3)2x4 SPF#2(s) 4 SBu(4;-10");x 974,," a u n/a ?'`'—11. 21 (2)20" 2.OE,LVL u 361"(30'.=i.•)z;,y,62Zfi r 22 (3)2x6 SPF#2(s) x^84`(Z-0"j;'n , 426 .1->_ 22 (2)22" 2.OE,LVL :397,.(33'-1"•)<a 686B. �<14,3:a ,;• 23 (3)2x8 SPF#2(s) ?,,107x;(8'=11") <'1809 % 43.a ,. n%a';- ti/a= r,1•' 23 (3)3.5 2.OE,LVL T 73 (6 1:'} :.;x i123Y ;.4,3.x' n/a 1.'' 24 (3)2x10 SPF#2(s) ;730'•x[10`.=10"}• 2214 '°4.k,3.a , h%a 4e/w r;'+ 1' 24 (3)5.5" 2 0E,LVL :,'.134(9'-Vj.i c.^1942:, 431x 25 (3)2x12 SPF#2(s) `151'.`<(12'7")'-:2S72:' 4.3 a` nja n/a.'F 1- 25 (3)7.25" 2 OE,LVL ;151'(12',7"Y,567,'h 44,3,aof ' 26 (3)2x4 SPF#1/#2 `z 61"c(5`Ll" ;1036 .,4.3 x61 "; �/a+' 1 26 (3)9.25" 2 DE,LVL 192!,'[16`-0?')r r 3287 4.3.3 /a'-,!finQV a_•= ; 27 (3)2x6 SPF#1/#2 ."90'x(7 F6) : 1517x'^x`,4.3.a >rjn/a` nJa',_ 1":, 27 (3)1125" 2.OE,LVL .234'(19-6,;) 4012, :q 4.3;a°•, h'n/a:;>,enfx:`:rr:.`2 � 28 (3)2x8 SPF#1/#2 .113.;(9'-5'•)_, 1925-• 4:3.a n%a i 28 (3)12" 2.OE,LVL 249'(20-9')a'• >'a284<;;:: q,3,a n/a ' p,•. x1...1: �:,. i, 29 (3)2x10 SPF#1/#2 `138";(11-6") 2356:',2?r 43:x.'i n%a._ n%a' 1 29 (3)14" 2.OE,LVLZ90',(24'-2';)Y:'5012 <.'14.3,a c,/a�;:.,n�a„ 30 (3)2x12 SPF#1/#2 n%a ° ii/a "S , 30 (3)16" 2.OE,LVLn%an/a< 'y2` A=LL=240,TL 180,CD=1.15 Wall Height=8 ft Table Load=400 PLF 31 (3)18" 2.OELVL 372'[31-0') 6485 .'r 3:a ,yn/axz��a-S ,-.:.. ., 32 (3)20" 2.OE,,LVL `413"(341-5:;.)"r' 7228< ;: '4,3,a AIn/a a 's;^<;3 33 (3)22" 2.OE,LVL 454 (3T4a" 7974 ,t! 4,3.a',,' n%a -,p%a A=LL=240,TL 180,CD=1.15 Wall Height=8ft Table Load 400 PLF 0310712016 13.1.3.1.5.8 ` 1st Fir.Fir.Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VuLT)Exp C,130(VOLT)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 First Floor Reaction (W4-W2) Page# Page# No Mems Species 1 Max.Span (lbs) No. Mems species 1 Max.Span (lbs) 1 (1)2x8 SPF#2(s) -4115 3`'V l j!�,t1371V: %4:2.b"x 1 (1)2x8 SPF#1/#2 57".//4.'-9""=s;:,961 `4:1.47', 2 (i)2xlo SPF#2(s) 13rxso";(4-z1 .;16,73;, .41;W:' ( ) #1/#2i 9 Yx 2 1 2x10 SPF ';51=I0'. 12764 41.a•"' 3 (1)2x12 SPF#2(s) 58 (4,10.)•,=';,?943;,.°x A.2.bt.,. 3 (1)2x12 SPF#1/#2'1 1j (6',9 1365':z: °4:1 a 4 (1)2X8 SPF#1/#2 a3:`(3`-7".};';y 1456 i'': a,2.b.r� 4 (1)7.25 2.OE,LVL 90 (T=6"} 15 7 4:La;;., it is i s o ., o?�:,n om....... 3"r."I #'c, 5 (1)2x10 SPF#1/#2 S a`={4 Ss'):. .Y a1778yry !1,21r 5 (1)9.25" 2OE,LVL !115!f_(W-7")_1 ��939 4V 916 V` 6 (1)2x12 SPF#1/#2 E 61;(5'1) 2064 4,211 6 (1)11.25" 2.0E,LVL r x,40%£(11-fl) 7362 41 a _ 7 (1)7.25" 2.OE,LVL .470;5'-10, ?355 74 ( ) y a { � ) �`�4'2:b 7 (1)14" 2.OE,LVL 174 14-6. :2944x,.,,4.1.a; 8 (1)9.25" 2.OE,LVL 89°°(7F 5) .3008 x4 2:ti..; 8 (2)2x8 SPF#1/#2 (6--9 64r 9 (1)11.25" 2.OE,LVL 1109,':(Q':1");pyx'3661 421 ? 9 (2)2x10 SPF#1/#2 r i98S; 10 (1)12" 2.OE,LVL ;316';,(9'=8 $407 42.b,';+^ 10 " ' ,. (2)2x12 SPF#1/#2 .,,174.{9`-fi'} 11 (1)14" 2.OE,LVL i.!y 11510 t 4.2;6 ,; 11 (2)7.25" ME,LVL .M1945's,`'=s;:4.�a 12 (1)16" 2.OE,LVL F 1$2a`{iz-$ .5109 :, 4:2.b" 12 (2)9 25" 2 OE,LVL 47>;12`-3" z 2489k' F ' 13 (1)18" 2.OE,LVL =36V (14x-1;;),%-3706 N "4 22li 13 (2)11.25" 2.OE,LVL 178':'(1!{-20"),y 4 303 ti •a.2 a x_ 14 (1)20" 2.OE,LVL 187 {35'=7}% 6299_, r.42:ti, 14 (2)14" 2.OE,LVL f;2Z2!'(186"}Fw;379S 15 (1)22" 2.OE,LVL 6885, 4 Z b 15 (3)2x8 SPF#1/#2106"(B'-10")° -1795 k4.1:a' 16 (2)2x8 SPF#2(s) :;574.'4(4'.-9");` ..1941. 'il,'4 2b "' 16 (3)2x10 SPF#1/#2 R129`i°(10=9"} 2197";''':,.4.1.0- .. .;" nit 17 (2)2x10 SPF#2(s) .<.70"(5,'=101.'.). ;:7373 4;2:b:, 17 (3)2x12 SPF#1/#2 149'1{121-5") . '2552"'• ' 4'1;a 18 2 2x12 SPF#2(s) "81'"�6 9 27501 ,4.Zb: 18 3 7.25" 2.0E,LVL K 132`41 [) 2250;: <.4.i.a;, 19 (2)2x8 SPF#1/#2 61'r(S FI" M✓^_2053" ,4:2b;4 19 (3)9.25" 2.OE,LVL x169" 20 (2)2x10 SPF#1/#2 z 75"(6 3)x;2520 ' 4:2;b 20 (3)11.25" 2.OE,LVL g205 x(17`Y} 3525 x 41 a 21 (2)2X12 SPF#1/#2 87"(7'3`.'),v ,7927. h4.2'.l 21 (3)14" 2 OE,LVL 22 (2)7.25" 2.0E,LVL is 90"s(T-fi') r,;.,3034 = 4 2,6\; A=LL=360,TL=240,CD=1.0 Table Load=400 PLF e-; 23 (2)9.25" ME,LVL 24 (2)11.25" 2.OE,LVL .140":(11'.=84:):. 4723 25 (2)12" 2.OE,LVL ;::144'.`,{sz'sc')' 5041 '`4'2%b- 26 (2)14" 2.OE,LVL1T4"<{14'-6")n'SS$7 - 4:26t 27 (2)16" 2.OE,LVL 199"'{16 )'�:fi7s9s;;• a:�b 28 (2)18" 2.OE,LVL 224"(�8 8'.') 7,594 29 (2)20" 2.OE,LVL '249;`(201=9!'},;8452- ;;y4.2`.b'cl, 30 (2)22" 2.OE,LVL. 27r}"'`(22l'1Q,`•);;, 9312' 'n a;2:b..fl 31 (3)2x8 SPF#2(s) ,;>7x6" 6'-4',),'x '2553' 4:2:b. 32 (3)2x10 SPF#2(s) ' 92y"({7c BiH,`, .3138 .i1.2{It^ 33 (3)242 SPF#2(s) �k107'`{S�11") 34 (3)2x8 SPF#1/#2�80"'(6-8!)x x2712 4b , 35 (3)2x10 SPF#1/#2 36 (3)242 SPF#1/#2 37 (3)7.25" 2.OE,LVL 144'.(8'-8") :' .9507 �4;2,b?: 38 (3)9.25" 2.OE,LVL z s 39 (3)11.25" 2OE,LVL 40 (3)12" 2.OE,LVL 41 (3)14" ME,LVL 20:V-"(;,a ), `� �vet --9" ��'6831'.�'s� 42 (3)16" 2.0E,LVL '230 ( ) (x ,v c2822a:2,b 43 3 18" 2.OE,LVL ,�258'�,21-�"):..;;; ; -...mx , 44 (3)20" 2.OE,LVL 287"(23'-11!}''•9826" •'4Zb'` 45 (3)22" 2.OE,LVL 316";26'4!'.) .10835, A=LL=360,TL 240,CD=1.15 Table Load=800PLF 03/07/2016 13.1.3.1.6.9 Section #16 Mono-Truss:: Flat : Raised Heal : 2-Modules-Wide Load Sections & Structural Schedules Section Contents Pages 16.1 One-Story 16.1.1 4/12 Roof Pitch 16.1.1.1 35 PSF Ground Snow Load 16.1.1.1.1 20 ft Wide Reserved 16.1.1.1.2 22 ft Wide Reserved 16.1.1.1.3 24 ft Wide Reserved 16.1.1.1.4 26 ft Wide Reserved 16.1.1.1.5 28 ft Wide Reserved 16.1.1.1.6 31 ft Wide Reserved 16.1.1.2 50 PSF Ground Snow Load 16.1.1.2.1 20 ft Wide Reserved 16.1.1.2.2 22 ft Wide Reserved 16.1.1.2.3 24 ft Wide Reserved 16.1.1.2.4 26 ft Wide Reserved 16.1.1.2.5 28 ft Wide Reserved 16.1.1.2.6 31 ft Wide Reserved 16.1.1.3 60 PSF Ground Snow Load 16.1.1.3.1 20 ft Wide Reserved 16.1.1.3.2 22 ft Wide Reserved 16.1.1.3.3 24ft'Wide Reserved 16.1.1.3.4 26 ft Wide Reserved 16.1.1.3.5 28 ft Wide Reserved 16.1.1.3.6 31 ft Wide Reserved 16.1.1.4 90 PSF Ground Snow Load 16.1.1.4.1 20 ft Wide Reserved 16.1.1.4.2 22 ft Wide Reserved 16.1.1.4.3 24 ft Wide Reserved 16.1.1.4.4 26 ft Wide Reserved 16.1.1.4.5 28 ft Wide Reserved 16.1.1.4.6 31 ft Wide Reserved r 07 ae Pg. 16.a 0310712016 Mono-Truss:Flat:Raised Heal :2-Modules-Wide Section Contents Pages 16.1 One-Story(continued) 16.1.2 5/12 Roof Pitch 16.1.2.1 35 PSF Ground Snow Load 16.1.2.1.1 20 ft Wide Reserved 16.1.2.1.2 22 ft Wide Reserved 16.1.2.1.3 24 ft Wide Reserved 16.1.2.1.4 26 ft Wide 16.1.2.1.4.1 thru 12 16.1.2.1.5 28 ft Wide 16.1.2.1.5.1 thru 12 16.1.2.1.6 31 ft Wide Reserved 16.1.2.2 50 PSF Ground Snow Load 16.1.2.2.1 20 ft Wide Reserved 16.1.2.2.2 22 ft Wide Reserved 16.1.2.2.3 24 ft Wide Reserved 16.1.2.2.4 26 ft Wide 16.1.2.2.4.1 thru 12 16.1.2.2.5 28 ft Wide 16.1.2.2.5.1 thru 12 16.1.2.2.6 31 ft Wide Reserved 16.1.2.3 60 PSF Ground Snow Load 16.1.2.3.1 20 ft Wide Reserved 16.1.2.3.2 22 ft Wide Reserved 16.1.2.3.3 24 ft Wide Reserved 16.1.2.3.4 26 ft Wide 16.1.2.3.4.1 thru 12 16.1.2.3.5 28 ft Wide 16.1.2.3.5.1 thru 12 16.1.2.3.6 31 ft Wide Reserved 16.1.2.4 90 PSF Ground Snow Load 16.1.2.4.1 20 ft Wide Reserved 16.1.2.4.2 22 ft Wide 'Reserved 16.1.2.4.3 24 ft Wide Reserved 16.1.2.4.4 26 ft Wide 16.1.2.4.4.1 thru 12 16.1.2.4.5 28 ft Wide 16.1.2.4.5.1 thru 12 16.1.2.4.6 31 ft Wide Reserved r � r Pg. 16.b 03/07/2016 Mono-Truss:Flat:Raised Heal:2-Modules-Wide Section Contents Pages 16.1 One-Story(continued) 16.1.3 7/12 Roof Pitch 16.1.3.1 35 PSF Ground Snow Load 16.1:3.1.1 20 ft Wide Reserved 16.1.3.1.2 22 ft Wide Reserved 16.1.3.1.3 24 ft Wide Reserved 16.1.3.1.4 26 ft Wide 16.1.3.1.4.1 thru 12 16.1.3.1.5 28 ft Wide 16.1.3.1.5.1 thru 12 16.1.3.1.6 31 ft Wide 16.1.3.1.6.1 thru 12 16.1.3.2 50 PSF Ground Snow Load 16.1.3.2.1 20 ft Wide Reserved 16.1.3.2.2 22 ft Wide Reserved 16.1.3.2.3 24 ft Wide Reserved 16.1.3.2.4 26 ft Wide 16.1.3.2.4.1 thru 12 16.1.3.2.5 28 ft Wide 16.1.3.2.5.1 thru 12 16.1.3.2.6 31 ft Wide 16.1.3.2.6.1 thru 12 16.1.3.3 60 PSF Ground Snow Load 16.1.3.3.1 20 ft Wide Reserved 16.1.3.3.2 22 ft Wide Reserved 16.1.3.3.3 24 ft Wide Reserved 16.1.3.3.4 26 ft Wide 16.1.3.3.4.1 thru 12 16.1.3.3.5 28 ft Wide 16.1.3.3.5.1 thru 12 16.1.3.3.6 31 ft Wide 16.1.3.3.6.1 thru 12 16.1.3.4 90 PSF Ground Snow Load 16.1.3.4.1 20 ft Wide Reserved 16.1.3.4.2 22 ft Wide Reserved 16.1.3.4.3 24 ft Wide Reserved 16.1.3.4.4 26 ft Wide 16.1.3.4.4.1 thru 12 16.1.3.4.5 28 ft Wide 16.1.3.4.5.1 thru 12 16.1.3.4.6 31 ft Wide 16.1.3.4.6.1 thru 12 r � ANAL 07f�' 1 Pg. 16.c 03/07/2016 Mono-Truss:Flat:Raised Heal :2-Modules-Wide Section Contents Pages 16.2 Two-Story 16.2.1 4/12 Roof Pitch 16.2.1.1 35 PSF Ground Snow Load 16.2.1.1.1 20 ft Wide Reserved 16.2.1.1.2 22 ft Wide Reserved 16.2.1.1.3 24 ft Wide Reserved 16.2.1.1.4 26 ft Wide' Reserved 16.2.1.1.5 28 ft Wide Reserved 16.2.1.1.6 31 ft Wide Reserved 16.2.1.2 50 PSF Ground Snow Load 16.2.1.2.1 20 ft Wide Reserved 16.2.1.2.2 22 ft Wide Reserved 16.2.1.2.3 24 ft Wide Reserved 16.2.1.2.4 26 ft Wide Reserved 16.2.1.2.5 28 ft Wide Reserved 16.2.1.2.6 31 ft Wide Reserved 16.2.1.3 60 PSF Ground Snow Load 16.2.1.3.1 20 ft Wide Reserved 16.2.1.3.2 22 ft Wide Reserved 16.2.1.3.3 24 ft Wide Reserved 16.2.1.3.4 26 ft Wide Reserved 16.2.1.3.5 28 ft Wide Reserved 16.2.1.3.6 31 ft Wide Reserved 16.2.1.4 90 PSF Ground Snow Load 16.2.1.4.1 20 ft Wide Reserved 16.2.1.4.2 22 ft Wide Reserved 16.2.1.4.3 24 ft Wide Reserved 16.2.1.4.4 26 ft Wide Reserved 16.2.1.4.5 28 ft Wide Reserved 16.2.1.4.6 31 ft Wide Reserved F ST Pg. 16.d 03/07/2016 I Mono-Truss:Flat:Raised Heal:2-Modules-Wide Section Contents Pages 16.2 Two-Story(continued) 16.2.2 5/12 Roof Pitch 16.2.2.1 35 PSF Ground Snow Load 16.2.2.1.1 20 ft Wide Reserved 16.2.2.1.2 22 ft Wide Reserved 16.2.2.1.3 24 ft Wide Reserved 16.2.2.1.4 26 ft Wide 16.2.2.1.4.1 thru 20 16.2.2.1.5 28 ft Wide 16.2.2.1.5.1 thru 20 16.2.2.1.6 31 ft Wide Reserved 16.2.2.2 50 PSF Ground Snow Load 16.2.2.2.1 20 ft Wide Reserved 16.2.2.2.2 22 ft Wide Reserved 16.2.2.2.3 24 ft Wide Reserved 16.2.2.2.4 26 ft Wide 16.2.2.2.4.1 thru 20 16.2.2.2.5 28 ft Wide 16.2.2.2.5.1 thru 20 16.2.2.2.6 31 ft Wide Reserved 16.2.2.3 60 PSF Ground Snow Load 16.2.2.3.1 20 ft Wide Reserved 16.2.2.3.2 22 ft Wide Reserved 16.2.2.3.3 24ftWide Reserved 16.2.2.3.4 26 ft Wide 16.2.2.3.4.1 thru 20 16.2.2.3.5 28 ft Wide 16.2.2.3.5.1 thru 20 16.2.2.3.6 31 ft Wide Reserved 16.2.2.4 90 PSF Ground Snow Load 16.2.2.4.1 20 ft Wide Reserved 16.2.2.4.2 22 ft Wide Reserved 16.2.2.4.3 24 ft Wide Reserved 16.2.2.4.4 26 ft Wide 16.2.2.4.4.1 thru 20 16.2.2.4.5 28 ft Wide 16.2.2.4.5.1 thru 20 16.2.2.4.6 31 ft Wide Reserved t SAL gy-, 4�0�.�P•�7�'v Pg. 16.e 03/07/2016 Mono-Truss:Flat:Raised Heal:2-Modules-Wide Section Contents Pages 16.2 Two-Story(continued) 16.2.3 7/12 Roof Pitch 16.2.3.1 35 PSF Ground Snow Load 16.2.3.1.1 20 ft Wide Reserved 16.2.3.1.2 22 ft Wide Reserved 16.2.3.1.3 24 ft Wide Reserved 16.2.3.1.4 26 ft Wide 16.2.3.1.4.1 thru 20 16.2.3.1.5 28 ft Wide 16.2.3.1.5.1 thru 20 16.2.3.1.6 31 ft Wide 16.2.3.1.6.1 thru 20 16.2.3.2 50 PSF Ground Snow Load 16.2.3.2.1 20 ft Wide Reserved 16.2.3.2.2 22 ft Wide Reserved 16.2.3.2.3 24 ft Wide Reserved 16.2.3.2.4 26 ft Wide 16.2.3.2.4.1 thru 20 16.2.3.2.5 28 ft Wide 16.2.3.2.5.1 thru 20 16.2.3.2.6 31 ft Wide 16.2.3.2.6.1 thru 20 16.2.3.3 60 PSF Ground Snow Load 16.2.3.3.1 20 ft Wide Reserved 16.2.3.3.2 22 ft Wide Reserved 16.2.3.3.3 24 ft Wide Reserved 16.2.3.3.4 26 ft Wide 16.2.3.3.4.1 thru 20 16.2.3.3.5 28 ft Wide 16.2.3.3.5.1 thru 20 16.2.3.3.6 31 ft Wide 16.2.3.3.6.1 thru 20 16.2.3.4 90 PSF Ground Snow Load 16.2.3.4.1 20 ft Wide Reserved 16.2.3.4.2 22 ft Wide Reserved 16.2.3.4.3 24 ft Wide Reserved 16.2.3.4.4 26 ft Wide 16.2.3.4.4.1 thru 20 16.2.3.4.5 28 ft Wide 16.2.3.4.5.1 thru 20 16.2.3.4.6 31 ft Wide 16.2.3.4.6.1 thru 20 07, Pg. 16.f 03/07/2016 Structural Schedule for a 1-Story Dwelling;: Job#: "Systems" Ground Snow Load „ 35 Ps .. Basic Wind Speed VASD ..fit%� ?it}MPYEi 3sg... Exp. Ultimate Wind Speed Vuir ^' zri 142 mp[j-3'sg , Eq.Exp"D"Wind Speed VULT 's '1430inp 3sg` . W1=430 pif 3 W2=319 pif Mean Roof Height Wall Zone Roof Pitch Truss Type :, isedRga ala#. `i Kneewall Dim. W3=830 plf W4=709 plf Roof Design`" ;$'`Mari lard=^ Loading Section-"Loads Per Module" Max.Module Width; ts' ' 14''ft;�O� House Width(nom) Wall Height-1st Floor Typical Loads: 1st Flr.LL= 40 psf Ext Wall DL= 50 plf 1st Fir.DL= 10 psf Mate Wall DL= 40 plf (per mod.) Loading Section Formulas- W1= ormulas:W1=Truss Reaction+OH(as applicable)converted to PLF=430 plf. Reference page#2.2.6 within the Calculation Manual for loading origin. W2=Truss Reaction converted to PLF=319 plf. Reference page#2.2.6 within the Calculation Manual for loading origin. W3=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W3+Ext Wall DL [(0.5 x 14)x(40+10)]+430+50=830 pif W4=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W2+Marr Wall DL Loading Section LL and DL Summary NO: [(0.5 x 14)x(40+10)]+319+40=709 plf TL LL DL W16= 430 323 107 No-Transfer Load(NTL)Loading Section Formulas: W26= 319 240 79 W3 NTL W1=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Ext Wall DL W3= 830 603 227 [(0.5 x 14)x(40+SO)]+50=400 pif W4= 709 520 189 W4 NTL W2=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Marr Wall DL W3 NTL W1= 400 280 120 [(0.5 x 14)x(40+10)]+40=390 plf W4 NTL W2= 390 280 110 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,seepage 6.4.1.b of calc 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 W1 and W2,LL taken at 75%of TL,DL at 25%of TL. 7) Zone 5 Stud and Stud Column values used as"worst case condition"values in charts below.See 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 specific conditions may be generated referencing calculations in approved manual. Stud Requirements:° First Floor. 8'Wall Height 12"0.c. 16"o.c. 24"o.c. 2x4 SPF#1/#2 OK OK NG Sidewall 2x6 SPF Stud OK OK OK 2x6 SPF#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 if solid wall blocking is installed at 8 ft a f f.. Sidewall Table Load=430 PLF Matewall Table Load=319 PLF 03/07/2016 16.1.3.1.5.7 1st Fir.Headers&Girders-28'-Wide,7/12-Pitch,Standard Raised-Roof-Flat-Truss,35 Pg,110/142(VAso/VuLT)Exp C,130(VOLT)Exp D Table"A"- Sidewall Headers and Girders(Wi): Table"B"- Sidewall Headers and Girders(Wl): First F oorStud Columns''' First Floor Stud Columns''' Mem" Page# 2x4 SPF 2x6 SPF 2x6 SPF s 1 Page# 2x4 SPF 2x6 SPF 2x6 SPF No. Mem Species Max.Span Reaction Reaction(lbs) #1/#2 stud #1/#2 No. Mem Species Max.Span (lbs) #1/#Z stud #1/#2 1 (1)2x4 SPF#2(s) 29 (2'=5"�$>y555'+F�.k4.3 a K`.2',:= :Z: z, '2 1 (1)3.5" 2.OE,LVL %�48°(4'-D");';z".907x: :' ',4.3 8' 2' <. 2°.' 2 4>:F.^u ar , }k�•r,',xi:''„A`'k ° S'.,.C.y.i'�ie r. 2 (1)2x6 SPF#2(s) ,R 43 (3 7): 813 1.4.3 a§,r 2 c 2>' ""2h� 2 (1)5,5" 2.OE,LVL1415=` '•4:3:a 3 2`'":"r"2 3 (1)2x8 SPF#2(s) `',54",(4'-6'j ' 1028 .>• 4.3.a '3, "n 2„`"y"2<, 3 (1)7.25" 2 OE,LVL =197",(8'-1'� •51833� «4,3.a4, `2 4 (1)2xio SPF#2(s) 66!.''(5'-6"j f. :1258"'„r,4.3,a1. _ ,k 3, s` `2'; Z 4 (1)9.25” 2 OE,LVL x-,121"(101-1") -2302';,c`4.3,5" 4 , ;3, y 2" 5 (1)2x12 SPF#2(s) 7Z'(6:-5!')k< li458 4.3.a ; c 3' ,f;2;' w:"2' S (1)1125" 2.OE,LVL 1`46"(1Z'-2") 2769" 1`: "4.3:a n%a;`: ,3) ,2% 6 1 2x4 SPF#1#2 311. ,y:"...:. 5.�,N A: ,:.; ( J / (2'=7")``y=' "589' .x.'4.3:a; %; xs2'' 2,'"%k:2' 6 (1)12" 2.OE,LVL s]55":(12.11"}'y.2935 4.3:a :n/a`_ '3i••^'_3 < 7 (1)2x6 SPF#1/# k•45<";(3'=9'} "869 '43:an2 u`ry2` ,xw2 7 (1)14" 2.OE,LVLI79,(14.'-11"),k 3391< .,4.3.a xn%a. ;Z 4, ;3x 8 (1)2x8 SPF#1/#2 58.x(4;=I0'-s�'* .:iD94i � 4.3.a f` 3` y.2` 2` 8 (1)16" 2.OE,LVL Y202"(16 10"j' 9 (1)2x10 SPF#i/#Z z 7d°(5'?i9"`• :'1338 x 4.3.a;3n, 3`y'-x -2 ,*<<2 9 (i)i8" 20E,LVLz25;':"18'-9" ,4292 <'� y " ) ;, �_, )`4x sq.3.a:f` ri/a•. p/g 3' 10 (1)2x12 SPF#1/#2 82:',(6'=10") ' 155Q, 4.3>a' ,-;,'3 "`x%Z`". r.2; SO (1)20" 2OE,LVL :,=249".(2Q'-9")° 4739, " 4:3.x,' n/a n/a 3 it (2)2x4 SPF#2(s) 41'.`=(3'V5;'j'.s,f `786' 43.x7,-..',.'2`•`°,2::, `Z 11 (1)22" 2.OE,LVL �27211(22'-8")- -,'5182',O, �'4,3,a' n/a:."iin/a ;- 4 12 (2)2x6 SPF#2(s) 613",(5-D.'.')5';k 1150;5;;"4,3 3-" .Y2 2 12 (2)3.511 2.DE,LVL -,�61^(511') 1154' uy4:3.a 3 :;2 'r' 2 13 (2)2x8 SPF#2(s) 77 (6'S) 1458 0 4'3.a°�> 3. 2 "" 2;° 13 (2)5.5" 2.OE,LVL °96'(8 0'�,6;1819 "R 3 a ri; 4 Oxy `3' 14 2 2x10 SPF#2 s 94'n`'(7 10')n X27$4 '4 3 0"F S iia s 4 y •y ,x< ( ) () #.a., "x x" ;x .'=3^^ 3; X,�2i 14 (2)7.25" 2.OE,LVL16-%(10'6':n'.:.r21D4 , 3.a^=:.Y4_r 3'<, >"Z:'• 15 (2)2x12 SPF#2(s) 109'!;(9';1"} ":2070 ;S`:4.3.a; 4:::... '<3' ., 2:`° 15 (2)9.25" 2.OE,LVL %161!'(13'--5")-: 3074 �'-4:3.x.; r,n%a :^x y 4°,:x,-x 3 16 (2)2x4 SPF#1/#2 ;'44",(3;8`') 834 `!}3.a''F'.•"=Z:Y z :;? ':z 16 (2)1125" 2.OE,LVL . 96:`;(16'4) "3784 ?r4.3.a' n%a'°F 4, 3 17 (2)2x6 SPF#1/#2 <:64"(5'4") 1 1: 4 4.3,a 3 :2 ',. .k 2 17 (2)1211 2.0E,LVL ,2D9"(iT$") 3997,Av`:--`4'3 n/a 4i, 3 18 (2)2x8 SPF#1/#2 '81"(6'-9"); 1551 4.3.a 3' 2 `„ 2, 18 (2 14" 2.OE,LVL ",Z 20' 4" 4672%„ x4:3.a n a`"'n 2 - :a ..%r::. e<,.r 19 (2)2x10 SPF#1/#2 x'99";(8"3"`”; 1896 4>3.a F 4 `=$ `3.' <:.2? 19 2 16" 2 OE,LVL y 278 23'-2' -5350"p 4.3.a_x n a `rYn a ,_•,4 20 (2)2x12 SPF#1/#2 5'115•'•(91>'7'.):. 2ZOS;,;F? ;4:3:8 ` (43kyr"'•2 t 20 (2)18" 2.OE,LVL �:313".(26'F1"},;„.6028 4:3"ai;. y nJa::` nJa•, .t 4 21 3 2x4 SPF#2 s ( ) () 4' 4;6" 3032. A.3.aF;° n a.. .n " x � " ( j' w. y/ /a y^ 21 (2)20" 2OE,LVL X347 (28=11")Yn/a:�: n/a 22 (3)2x6 SPF#2(s) 79"`,(6'=T•'J;`,;;1512, %"4;3,a' Willi ?n/a'`,'Y,, 2,` 22 (2)22" 2.OE,LVL „381'„(31'-9"F .7385 4.3.a ":`if/a,', Wa 23 (3)2x8 SPF#2(s) 101"(8-5,',) ,, 1919 4„,3.a.; n/a /a;;v';;2, 23 (3)3511 2OE,LVL ,`-'70"(5',20") >.1329";r''",4'.3.a• h;n/,a°'?'h/a' 2 24 (3)2x10 SPF#2(s) 1123":(1013!.') "'2347. `'4.3a ,„,n/a <'n/a^ .'.2' 24 (3)5.5" 2.0E,LVL s^1]0!'1(9':2") 2097 " 4 3ca n/a i:,n�a 2 25 (3)2x12 SPF#2(s) :142",(11=1011) .2725' 4:3:a-:'' In i "mJa' ,„,; 2.,,0 25 3 7.25” 2.OE,LVL ;;:145'x 12'-" 4:. " ( ) 1}. 2773-;,gf.4 3.a nY4'.4,: �a` 2 ,.,,. 26 (3)2x4 SPI#1/#2 �'581'.(4'-101'),.,;`1099- '=4,3:a :,•n/a , n/a '-'2 26 (3)9 25" 2.OE,LVL x.,18.5•;"(15'=5")_",3947 .'43 a .:;rn/a ,n 3 27 (3)2x6 SPF#i/#2x'84"(7'0,), <='•5609':sr!1-3,a :"ri/a'r:n/a:u ?`2; 27 (3)1125" 2.OE,LVL '225;'<,(18=9."j. `.'•A32T43.axxF„<na �a >3' i..Ji . .5-_ �':�'.x,,,",: nT,.z ::i ".. ,•s: >raC �,;..� <Jr'F�',%..<. 'x 28 (3)2x8 SPF#1/#2:107 e(8.-11")N„Z041• 4F3.a"w,n/arx..,n%a 2, ' 28 (3)12" 2.OE,LVL r 240";20`-0")s 4620 43-a"yx n'a� 29 (3)2x10 SPF#1/#2 730' (10'-10°j 2497.,. ,4;3,x` .-.n%a -; n/a= " .2"F 29 (3)14" 2.OE,LVL ;1:179'(23':3") 5404` 4;3.a n/a;>i'li/a 30 (3)2x12 SPF#i/#2 151"(12=7.'1. 29oD .., .a.3.a<;;, n/a, n/a:;r,,a,:Z,°:• 30 (3)16" 2 OE,LVL ;,-319"(2b'7") A=LL=240,TL=180,CD=115 Wall Height=8 ft Table Load=450 PLF 31 (3)1811 2 0E,LVL 35811,(29'-10.'"} 6986 ;' 4.3.a n%a= 'nja �;•4',- 32 3 20" 2.OE,LVL 397"(33';1") 7785 k; •4.3.a ;n%a,;r,ii�A n/a O Stud Column Table Load for Tables"A"&'IB”=500 PLF 33 3 22" 2.DE,LVL 437"; .1h h ( ) (36'-5"} -:8586 ��`n%a' ,:n/a n%a• A=LL=240,TL 180,CD=1.15 Wall Height=8ft Table Load 450 PLF Table"C"-Matewall Headers and Girders(W2): "Per Module" Table"D"-Matewall Headers and Girders(W2): "Per Module" First Floor ReactionStud columns 3 First Floor Reaction Stud Columns 3 Page# 2x3 SPF 2x4 SPF 2x6 SPF Page# 2x3 SPF 2x4 SPF 2x6 SPF No Mems Species Max.Span (lbs) #1/#2 #1/#2 #1/02 No Mems Species' Max.Span (lbs) #3/#2 #1/#2 #1/#2 1 (1)2X4 SPF#2(s) 33 {2'-91, <_:'49D.'S-,-4.3.2% l `"":°1 ' 1 y 1 (1)3 5" 2.OE,LVL $''.SV_(4'4%;' 2 (1)2x6 SPF#2(s) ; 48"(4',0) ,x 717 r 4 3 a i^ 1; 1 2 (1)5.511 2.OE,LVL (6'-10") 1212 ' ¢-3-a'_ 1'` 1 c r ,'x%'r� •,'orb �: 4 3 (1)2x8 SPF#2(s) ;fi -(5'"-1y)a..,r.x 909 c ....'1: 18j, 3 (1)7.25" 2.OE,LVL ?r?'108'1-(9'=0"}...: .R.3.a. 4 (1)2x10 SPF#2(s) 751',(6';3'} ' 4 1 9.25" 2 OE,LVL X138' 111 6" 2030': a 5 (1)2x12 SPF#2(s) FS7” 1288' ,4:3 a �Yv .(z 1 ;Xi.; 5 (i)11.25" 2.OE,LVL 1%165'11(13,9') 2439;, 6 (1)2x4 SPF#i/#2 . 35'1;(2'-IV) _ 520 +-s 43a +11;; '1.:.k: 1' 6 (1)12'1 2.OE,LVL °175",.(14'7") 2591-7"' 4.3.a 7 (1)2x6 SPF#1/#2 _51' (4-3y:jy; '.:762`.':.^ 4F3.a,i3 h_1 ",7; ;`x1,1<. 7 (1)14" 2OE,LVL 5202",(16-10)- •2995 ,,-:' ,v"N 41.�, ,a-{'"�.,::�,„ �'�>«...:fix: :q y. ,b:-;y 8 (1)2x8 SPF#1/#265 (5;511) yM 965 s4%3,a,s* 1 .r] ;.auw1=.Y< 8 (1)16" 2.OE,LVLc229."(19s1'}w%" 3394 �4.3.a. .•;4;x.x '2 9 (1)2x10 SPF#1/#2 ,1180 j;�•4.3a�h' 2 of ;, 1 ` 9 (1)18” 2.OE,LVL ' ..-. .,. =" 10 1 2x12 SPF#1#2 4`93'"7,-9" 1369 43.x:, 'k AIM- 2 1' = "' ( ) / ( ):` ;. 1:x" 10 (1)20" 2.OE,LVL ;.:281',';(29'_5").=-`4288'a .4.3:x. - .4.=, `2 r<..r..t 11 (2)2x4 SPF#2(s) s 47'"(3,u,.).x.,693;'::K;.,4;3;aaa :~n/?" 1;..,5,..1, 11 (1)22" 2 oE,LVL `807";(251.7,1) 4519 ,3:a.`. "5'r >. Z 12 (2)2x6 SPF#2(s) 69"{5';9"); 1016 "4x3`1 ,'',n/a 1 1;i 12 (2)3.511 2 OE,LVL ;:66;'(5'-6 "980' u T 4:3.a n/a >....< 13 (2)2x8 SPF#2(s) 87"(7 3.") ,<="1287 < 4S3 a''A',' n/a 1 s'i. 13 (2)5 5" 2.O E,LVL ';s,k104"t8%8"} 1546= 4,3.6 n/a`; i" 1" 14 (2)2x10 SPF#2(s) ;106` +1574' n/a, z 1 ,."`,1=,` 14 (2)7 25" 2.OE,LVL '138";(•T1'-6 15 (2)2x12 SPF#2(s) x123"(1D'-3")x` ""7828-t =4,ia`' n/a ° \i r",:I' 15 (2)9.25. 2.OE,LVL 176"-(i4'=8") .":`2612" w 54.3:a,-n 'nJa. 16 2 2x4 SPF#1#2 :5 4' ;. : e;< .3• u.y.3 O / 0;'( -2")°' '738• 4.3.a n/a. 1t,n ',1 16 (2)11.25" 2.OE,LVL �213',1T- 31 4:`'- .rt fes,""2X�%�"" :` .x. '<.. ` a- ` 9ii}: 8 f-r.,.';4.3,a<. ;n/a=.�r.t�2':e< ,�1= 17 (2)2x6 SPF#i/#2' 73x;{6:;1')2T.;1079„< '4.3.a n/a°R :1 ,, ;`i 17 (2)12" 2.0E,LVL �Z2$<'x(19'-0,}` ' 340D:t.,�`,,4.3.a_y`;%nJa 18 (2)2x8 SPF#1/#2 92"(T k8") X r 1364 4' er' ' .3 a�'1,n/a' 1>` ' ?1""k 18 (2)14" 2.OE,LVL ,65'.',(22'-1" 3976' ' 11 2 '2 • 4.3.a' 19 (2)2x10 SPF#1/#2 `113"„(9'-5'!),Y 1fi75"= 43;a'�..�% 'p7a;, ] ;..�•• 19 (2)16" 2.OE,LVL '303";(25'-,3 4854'"if 4;3Ca n/a: %`3-.r .2 ..: 20 (2)2x12 SPF#i/#2 7.3111(10'1T.`)i.;:`1945 4,34 ak nJa:' ,'T k' s<1 20 (2)18" 2.OE,LVL f„340”(28'4") 9137 iy'w+'4,3.x' ' n/a .3 2. .,. 21 (3)2x4 SPF#2(s) !62!'(S-2!-);„ r,T, 912 4.3.a n/a, n%aX yS-”5: 21 (2)20" 2.OE,LVL M378,'(31 6'!j ,5721 ;:, ` 4.9,6,: ;;nJa,; 22 3 2x6 SPF#2 s 90' 7 6' f 133fi,''`'4.3 a n a, n a >: 22 2 22” 2.OE,LVL ;x•415 34 7'':" 6308 4,kii' n a ( ) () ( ) err. x ! x / ( ) ( ) / 23 (3)2x8 SPF#2(s) 114 (9'6') 1694„ "."4:3 d O)a ' �1 23 (3)3 5" 2.OE,LVL '"F 76'(6 4 j','" 1128.. 4 3 a n/a n/a r1 24 (3)2x10 SPF#2(s) 139;`(11'=7")+x<"x`2074; 4.3aX. n%a -`n%ally " 24 (3)5.5" 2.OE,LVL X120"(10 0") h1781 �4:3a 1nJa n/ate' 1 ' 25 (3)2x12 SPF#2(s) ;'161" ii/a `n/a ". 1 s+5 25 (3)7.25" 2.OE,LVL '158"(13-2"} 2355;;'�4,3ia n/a 26 (3)2x4 SPF#1/#2, ,65"(5'-S!!}:,; r 969 :4s3;a,+y;r 1. 26 (3)9.2511 2OE,LVL ,',201'1,(16'-9") r 3016 .43:8 `n/a-"-�46 a, 1 27 (3)2x6 SPF#1/#2 4:3;a4s il„n/ar . :ri/a S 27 (3)11.25” 2.OE,LA ,>:244,(20-V) :,'36A'2` 4:3:a` %nja,', n/a,"' 28 (3)2x8 SPF#1/#2`k121a`Tf10i-,1"),:_r,l_803• ' ' ,3ua;; nra, -.n/a Fix 3 ? 28 (3)12" 2.OE,LVL A60 (21-4) <,3932' 4„„'��4.3,a r”'an%a%, n�a: ",.2 29 (3)2x10 SPF#1/#2 _n/a;_„nJa"" ;;1, 29 (3)14" 2.OE,LVL 303r{25=3"j-; 30 (3)2x12 SPF#I/#2 ;•n/a�,4 11 al; ,1A, 30 (3)1611 2.OE,LVL ?346",(28.10");"5282-4, '4;3.x. A=LL=240,TL=180,CD=1.15 Wall Height=8 f Table Load=350 PLF 31 (3)18" 2.OE,LVL V89"t(32•,5").';5962�u�s'4:3.a"' ",'n/a 32 (3)201' 2.OE,LVL4313(3S`=11") ;.6648", r ra:3.a n%a: <.n/aT;,; ,-.2 1 33 (3)22" 2 OE,LVL :,474"'j39'I 6") 7338 'z 4.3'.x: 'nJa;.';Wa`� <'3: A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load=350 PLF 03/07/2016 16.1.3.1.5.8 1st Fir.Fir.Girders-28'-Wide,7/12-Pitch,Standard Raised-Roof-Flat-Truss,35 Pg,110/142(Vaso/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 Page# Page#First Floor_ Reaction (W4-W2) " No. Mems I Species' I Max.span (lbs) No Mems Species 1 Max.Span (lbs) 1 (1)2x8 SPF#2(s) 42".(3'6"j 1327 r 4,2 b' 1 ' (1)2x8 SPF#1/#2 57".(4=9':j; 961 < .4.1:4 2 (i)2x10 SPF#2(s) 51"(4'-3") ., 2621 4.1b 2 (i)2x10 SPF#1/#2 70"(5:=10"jr x1176 3 (1)2x12 SPF#2(s) ."6Q"(5'-0"j 1882 4.2;b 3 (1)2x12 SPF#1/#2 p 81",(6'-9"}:', 3365;1!,.,.4.13. 4 (1)2x8 SPF#1/#2 45'k{3'-9")`x 3410 4,2,b 4 (1)7.25" 2.OE,LVL 90"(T 46'.').' ,.1Sk7 4.1•a`; 5 (i)2x10 SPF#1/#2 54"(4F 6") ., 1724 4.Xb'' 5 (1)9.25" ME,LVL • 1x5"(9"7'!). 1939' 4.1•a 6 1 2x12 SPF#1/#2 63"(5'-3!), :. 2000• 42 6 (1)11.25" 2.OE,LVL '"140" 71'-$" 2962" 4k•a 7 (1)7.25" 2 OE,LVL 72"(6'41) 2261 4.2:b. 7 1 (1)14" 2 OE,LVL "174"(14-6"}' ,2944 4.1.a: 8 (1)9.25" 2.OE,LVL ,, 92".(T-8"j ,. 288.8• 4.2.b 8 (2)2x8 SPF#1/#2 81":(6-4,1 1364. 9 (1)11.25" 2.OE,LVL ' 111"';{9'-3"). 3513`" 41:b ' 9 (2)2x10 SPF#1/#2 10 (1)12" ME,LVL .:714",(9`-11")' 3751 4.2:b SO (2)2x12 SPF#1/#2; '1110(9'-6 "j. `4936' 11 (1)14" ME,LVL ^i 8".(11 6") 4369'`' 4:2:b 11 (2)7.2511 2.OE,LVL z>115"(9`-7"j 12 (1)16" 2.OE,LVL 137":{13-1"j 4951. nz,li 12 (2)9.2511 2.0E,LVL ;1&7:'(12'3"j '?4$9 , 4,1.a 13 (1)18" 2.OE,LVL .'175 (14'..:7") 5526 4.2.b 13 (2)11.25" ME,LVL ;178".(U.,10"); ,3037 -' ki;a 14 (1)20" ME,LVL 293"{16�3") 6098'' 4;2.b• 14 (2)14" 2.OE,LVL a 222"(18'6"j , 3795 15 (1)22" 2.OE,LVL ;211"{1T;7")' '6667 4.2.b 15 (3)2x8 SPF#1/#2 ;106"(840"), 1795, �'41.a 16 (2)2x8 SPF#2(s) '59'14'-11") 1880 4,2.b 16 (3)2x10 SPF#1/#2�129'•-'•(10'-9"), ':2197- 4A.a �` Ik t t It i- 1 �: ' 17 (2)2x10 SPF#2(s) ,73:6-1'j. 2297__ " 4,2b ` 17 (3)2x12 SPF#i/#2 ]49;{12`5')< ;2552 4.1:a 18 (2)2x12 SPF#2(s) ''$4"(T'-0") Z667:` 4.1b. 18 (3)7.25" 2.OE,LVL 132`(11'-0•') 2250 4.1.3.: 19 (2)2x8 SPF#1/#2 63",(5`-3"j 1998 ;4.2.b 19 (3)9.25" 2.OE,LVL ?;7,69"(14`-1'.')rt 784 4.13 20 (2)2x10 SPF#1/#2 77"(6r5'`j 2443 4,2.b 20 (3)11.25" ME,LVL •205",(V 4:)' '3525 4-,La. 21 (2)2x12 SPF#1/#2 . 89",(T-S")' ..'2837 4,2:b„ 21 (3)14" 2.OE,LVL '256"(21`-4") 4414 22 (2)7.25" 2.0E,LVL 92 (748") 2910 4,2.b A=LL=360,TL=240,CD=10 Table Load=400 PLF 23 (2)9.25" 2.0E,LVL 117`(9'4)• 3716 �•r 24 (2)11.25" ME,LVL -,143",(11':11"j 4529 '`<4Zb:` _ 25 (2)12" 2.0E,LVL :,153"(12.-9:-'),;, 4835 4,2:b' 26 (2)14" 2.OE,LVL '•'178•'(14'=10") ,'5652 ";4127b' 27 (2)16" 2.OE,LVL 204 l7'-0") 6468' `'4. b ' 28 (2)18" ME,LVL 9 y+ 49',-1"):` .7290;,; 4,2b 29 (2)20" 2.OE,LVL 755"'(21'-3") 30 (2)22" ME,LVL 280'F:(Z3'-4") ,;8939 31 (3)2x8 SPF#2(s) ; :78"(6'-6")s 2470.. 4.2:b' 32 (3)2x10 SPF#2(s) ,95"{7=71."j 3.019'"z: =A:2 b 33 (3)2x12 SPF#2(s) `311'!19-3}; 9506.,. 4,2,b 34 (3)2x8 SPF#1/#2 83"'(6'-1i")"., R1627• 4.21b 35 (3)2x10 SPF#1/#2 ;.'101'1(81-5") 3213- 4.2.b:K 36 (3)2x12 SPF#1/#2 3728" 4,2.b 37 (3)7.25" 2 OE,LVL 106 {8 10"j;..,.3366 42,b' 38 (3)9.25" 20E,LVL 7361117.4') ,4304 '47:b, 39 (3)11.25" 2.OE,LVL 165"(13;4"), .5247 40 (3)12" ME,LVL 176`(14!-V) 5603 4.2.b" 41 (3)14" 2.OE,LVL -'205,(17:1") 6553 47.6 42 (3)16" 2.OE,LVL 'x235 :{19'7") 7,5"Ii ' 4.2,b ` 43 (3)18" ME,LVL '�64'k(22'Q"), 8470., :A 2b 44 (3)20" 2.0E,LA ,.294"(24.6;') :9435''' 4.2•b x 45 (3)22" 2.OE,LVL <323"(2G-1i")•.74404' 4,2•b• A=LL=360,TL 240j CD=1.15 Table Load=750 PLF 03/07/2016 16.1.3.1.5.9 Section #12 Mono-Truss : Flat : 1-Module-Wide Load Sections & Structural Schedules Section Contents Paees 12.1 One-Stow 12.1.1 4/12 Roof Pitch 12.1.1.1 35 PSF Ground Snow Load 12.1.1.1.1 10 ft Wide 12.1.1.1.1.1 thru 8 12.1.1.1.2 11 ft Wide 12.1.1.1.2.1 thru 8 12.1.1.1.3 12 ft Wide 12.1.1.1.3.1 thru 8 12.1.1.1.4 13 ft Wide 12.1.1.1.4.1 thru 8 12.1.1.1.5 14 ft Wide 12.1.1.1.5.1 thru 8 12.1.1.1.6 16 ft Wide 12.1.1.1.6.1 thru 8 12.1.1.2 50 PSF Ground Snow Load 12.1.1.2.1 10 ft Wide 12.1.1.2.1.1 thru 8 12.1.1.2.2 11 ft Wide 12.1.1.2.2.1 thru 8 12.1.1.2.3 12 ft Wide 12.1.1.2.3.1 thru 8 12.1.1.2.4 13 ft Wide 12.1.1.2.4.1 thru 8 12.1.1.2.5 14 ft Wide 12.1.1.2.5.1 thru 8 12.1.1.2.6 16 ft Wide 12.1.1.2.6.1 thru 8 12.1.1.3 60 PSF Ground Snow Load 12.1.1.3.1 10 ft Wide 12.1.1.3.1.1 thru 8 12.1.1.3.2 11 ft Wide 12.1.1.3.2.1 thru 8 12.1.1.3.3 12 ft Wide 12.1.1.3.3.1 thru 8 12.1.1.3.4 13 ft Wide 12.1.1.3.4.1 thru 8 12.1.1.3.5 14 ft Wide 12.1.1.3.5.1 thru 8 12.1.1.3.6 16 ft Wide 12.1.1.3.6.1 thru 8 12.1.1.4 90 PSF Ground Snow Load 12.1.1.4.1 10 ft Wide 12.1.1.4.1.1 thru 8 12.1.1.4.2 11 ft Wide 12.1.1.4.2.1 thru 8 12.1.1.4.3 12 ft Wide 12.1.1.4.3.1 thru 8 12.1.1.4.4 13 ft Wide 12.1.1.4.4.1 thru 8 12.1.1.4.5 14 ft Wide 12.1.1.4.5.1 thru 8 12.1.1.4.6 16 ft Wide 12.1.1.4.6.1 thru 8 AL Pg. 12.a 03/07/2016 Mono-Truss:Flat:1-Module-Wide Section Contents Pages 12.1 One-Story(continued) 12.1.2 5/12 Roof Pitch t 12.1.2.1 35 PSF Ground Snow Load 12.1.2.1.1 10 ft Wide Reserved 12.1.2.1.2 11 ft Wide 12.1.2.1.2.1 thru 8 12.1.2.1.3 12 ft Wide 12.1.2.1.3.1 thru 8 12.1.2.1.4 13 ft Wide 12.1.2.1.4.1 thru 8 12.1.2.1.5 14 ft Wide 12.1.2.1.5.1 thru 8 12.1.2.1.6 16 ft Wide 12.1.2.1.6.1 thru 8 12.1.2.2 50 PSF Ground Snow Load 12.1.2.2.1 10 ft Wide Reserved 12.1.2.2.2 11 ft Wide 12.1.2.2.2.1 thru 8 12.1.2.2.3 12 ft Wide 12.1.2.2.3.1 thru 8 12.1.2.2.4 13 ft Wide 12.1.2.2.4.1 thru 8 12.1.2.2.5 14 ft Wide 12.1.2.2.5.1 thru 8 12.1.2.2.6 16 ft Wide 12.1.2.2.6.1 thru 8 12.1.2.3 60 PSF Ground Snow Load 12.1.2.3.1 10 ft Wide Reserved 12.1.2.3.2 11 ft Wide 12.1.2.3.2.1 thru 8 12.1.2.3.3 12 ft Wide 12.1.2.3.3.1 thru 8 12.1.2.3.4 13 ft Wide 12.1.2.3.4.1 thru 8 12.1.2.3.5 14 ft Wide 12.1.2.3.5.1 thru 8 12.1.2.3.6 16 ft Wide 12.1.2.3.6.1 thru 8 12.1.2.4 90 PSF Ground Snow Load 12.1.2.4.1 10 ft Wide Reserved 12.1.2.4.2 11 ft Wide 12.1.2.4.2.1 thru 8 12.1.2.4.3 12 ft Wide 12.1.2.4.3.1 thru 8 12.1.2.4.4 13 ft Wide 12.1.2.4.4.1 thru 8 12.1.2.4.5 14 ft Wide 12.1.2.4.5.1 thru 8 12.1.2.4.6 16 ft Wide 12.1.2.4.6.1 thru 8 H AL g�4�A F ICY Pg. 12.b 03/07/2016 Mono-Truss:Flat:1-Module-Wide Section Contents Pages 12.1 One-Story(continued) 12.1.3 7/12 Roof Pitch 12.1.3.1 35 PSF Ground Snow Load 12.1.3.1.1 10 ft Wide Reserved 12.1.3.1.2 11 ft Wide Reserved 12.1.3.1.3 12 ft Wide 12.1.3.1.3.1 thru 8 12.1.3.1.4 13 ft Wide 12.1.3.1.4.1 thru 8 12.1.3.1.5 14 ft Wide 12.1.3.1.5.1 thru 8 12.1.3.1.6 16 ft Wide 12.1.3.1.6.1 thru 8 12.1.3.2 50 PSF Ground Snow Load 12.1.3.2.1 10 ft Wide Reserved 12.1.3.2.2 11 ft Wide Reserved 12.1.3.2.3 12 ft Wide 12.1.3.2.3.1 thru 8 12.1.3.2.4 13 ft Wide 12.1.3.2.4.1 thru 8 12.1.3.2.5 14 ft Wide 12.1.3.2.5.1 thru 8 12.1.3.2.6 16 ft Wide 12.1.3.2.6.1 thru 8 12.1.3.3 60 PSF Ground Snow Load 12.1.3.3.1 10 ft Wide Reserved 12.1.3.3.2 11 ft Wide Reserved 12.1.3.3.3 12 ft Wide 12.1.3.3.3.1 thru 8 12.1.3.3.4 13 ft Wide 12.1.3.3.4.1 thru 8 12.1.3.3.5 14 ft Wide 12.1.3.3.5.1 thru 8 12.1.3.3.6 16 ft Wide 12.1.3.3.6.1 thru 8 12.1.3.4 90 PSF Ground Snow Load 12.1.3.4.1 10 ft Wide Reserved 12.1.3.4.2 11 ft Wide Reserved 12.1.3.4.3 12 ft Wide 12.1.3.4.3.1 thru 8 12.1.3.4.4 13 ft Wide 12.1.3.4.4.1 thru 8 12.1.3.4.5 14 ft Wide 12.1.3.4.5.1 thru 8 12.1.3.4.6 16 ft Wide 12.1.3.4.6.1 thru 8 4f T h Arr x Y � • rx 1 FSTt►'�� Pg. 12.c 03/07/2016 Mono-Truss:Flat:1-Module-Wide Section Contents Pages 12.2 Two-Story 12.2.1 4/12 Roof Pitch 12.2.1.1 35 PSF Ground Snow Load 12.2.1.1.1 10 ft Wide 12.2.1.1.1.1 thru 8 12.2.1.1.2 11 ft Wide 12.2.1.1.2.1 thru 8 12.2.1.1.3 12 ft Wide 12.2.1.1.3.1 thru 8 12.2.1.1.4 13 ft Wide 12.2.1.1.4.1 thru 8 12.2.1.1.5 14 ft Wide 12.2.1.1.5.1 thru 8 12.2.1.1.6 16 ft Wide 12.2.1.1.6.1 thru 8 12.2.1.2 50 PSF Ground Snow Load 12.2.1.2.1 10 ft Wide 12.2.1.2.1.1 thru 8 12.2.1.2.2 11 ft Wide 12.2.1.2.2.1 thru 8 12.2.1.2.3 12 ft Wide 12.2.1.2.3.1 thru 8 12.2.1.2.4 13 ft Wide 12.2.1.2.4.1 thru 8 12.2.1.2.5 14 ft Wide 12.2.1.2.5.1 thru 8 12.2.1.2.6 16 ft Wide 12.2.1.2.6.1 thru 8 12.2.1.3 60 PSF Ground Snow Load 12.2.1.3.1 10 ft Wide 12.2.1.3.1.1 thru 8 12.2.1.3.2 11 ft Wide 12.2.1.3.2.1 thru 8 12.2.1.3.3 12 ft Wide 12.2.1.3.3.1 thru 8 12.2.1.3.4 13 ft Wide 12.2.1.3.4.1 thru 8 12.2.1.3.5 14 ft Wide 12.2.1.3.5.1 thru 8 12.2.1.3.6 16 ft Wide 12.2.1.3.6.1 thru 8 12.2.1.4 90 PSF Ground Snow Load 12.2.1.4.1 10 ft Wide 12.2.1.4.1.1 thru 8 12.2.1.4.2 11 ft Wide 12.2.1.4.2.1 thru 8 12.2.1.4.3 12 ft Wide 12.2.1.4.3.1 thru 8 12.2.1.4.4 13 ft Wide 12.2.1.4.4.1 thru 8 12.2.1.4.5 14 ft Wide 12.2.1.4.5.1 thru 8 12.2.1.4.6 16 ft Wide 12.2.1.4.6.1 thru 8 r Pg. 12.d 03/07/2016 Mono-Truss:Flat:1-Module-Wide Section Contents Pages 12.2 Two-Story(continued) 12.2.2 5/12 Roof Pitch 12.2.2.1 35 PSF Ground Snow Load 12.2.2.1.1 10 ft Wide Reserved 12.2.2.1.2 11 ft Wide 12.2.2.1.2.1 thru 8 12.2.2.1.3 12 ft Wide 12.2.2.1.3.1 thru 8 12.2.2.1.4 13 ft Wide 12.2.2.1.4.1 thru 8 12.2.2.1.5 14 ft Wide 12.2.2.1.5.1 thru 8 12.2.2.1.6 16 ft Wide 12.2.2.1.6.1 thru 8 12.2.2.2 50 PSF Ground Snow Load 12.2.2.2.1 10 ft Wide Reserved 12.2.2.2.2 11 ft Wide 12.2.2.2.2.1 thru 8 12.2.2.2.3 12 ft Wide 12.2.2.2.3.1 thru 8 12.2.2.2.4 13 ft Wide 12.2.2.2.4.1 thru 8 12.2.2.2.5 14 ft Wide 12.2.2.2.5.1 thru 8 12.2.2.2.6 16 ft Wide 12.2.2.2.6.1 thru 8 12.2.2.3 60 PSF Ground Snow Load 12.2.2.3.1 10 ft Wide Reserved 12.2.2.3.2 11 ft Wide 12.2.2.3.2.1 thru 8 12.2.2.3.3 12 ft Wide 12.2.2.3.3.1 thru 8 12.2.2.3.4 13 ft Wide 12.2.2.3.4.1 thru 8 12.2.2.3.5 14 ft Wide 12.2.2.3.5.1 thru 8 12.2.2.3.6 16 ft Wide 12.2.2.3.6.1 thru 8 12.2.2.4 90 PSF Ground Snow Load 12.2.2.4.1 10 ft Wide Reserved 12.2.2.4.2 11 ft Wide 12.2.2.4.2.1 thru 8 12.2.2.4.3 12 ft Wide 12.2.2.4.3.1 thru 8 12.2.2.4.4 13 ft Wide 12.2.2.4.4.1 thru 8 12.2.2.4.5 14,ft Wide 12.2.2.4.5.1 thru 8 12.2.2.4.6 16 ft Wide 12.2.2.4.6.1 thru 8 JOE -07 " L Pg. 12.e 03/07/2016 Mono-Truss:Flat:1-Module-Wide Section Contents Pages 12.2 Two-Story(continued) 12.2.3 7/12 Roof Pitch 12.2.3.1 35 PSF Ground Snow Load 12.2.3.1.1 10 ft Wide Reserved 12.2.3.1.2 11 ft Wide Reserved 12.2.3.1.3 12 ft Wide 12.2.3.1.3.1 thru 8 12.2.3.1.4 13 ft Wide 12.2.3.1.4.1 thru 8 12.2.3.1.5 14 ft Wide 12.2.3.1.5.1 thru 8 12.2.3.1.6 16 ft Wide 12.2.3.1.6.1 thru 8 12.2.3.2 50 PSF Ground Snow Load 12.2.3.2.1 10 ft Wide Reserved 12.2.3.2.2 11 ft Wide Reserved 12.2.3.2.3 12 ft Wide 12.2.3.2.3.1 thru 8 12.2.3.2.4 13 ft Wide 12.2.3.2.4.1 thru 8 12.2.3.2.5 14 ft Wide 12.2.3.2.5.1 thru 8 12.2.3.2.6 16 ft Wide 12.2.3.2.6.1 thru 8 12.2.3.3 60 PSF Ground Snow Load 12.2.3.3.1 10 ft Wide Reserved 12.2.3.3.2 11 ft Wide Reserved 12.2.3.3.3 12 ft Wide 12.2.3.3.3.1 thru 8 12.2.3.3.4 13 ft Wide 12.2.3.3.4.1 thru 8 12.2.3.3.5 14 ft Wide 12.2.3.3.5.1 thru 8 12.2.3.3.6 16 ft Wide 12.2.3.3.6.1 thru 8 12.2.3.4 90 PSF Ground Snow Load 12.2.3.4.1 10 ft Wide Reserved 12.2.3.4.2 11 ft Wide Reserved 12.2.3.4.3 12 ft Wide 12.2.3.4.3.1 thru 8 12.2.3.4.4 13 ft Wide 12.2.3.4.4.1 thru 8 12.2.3.4.5 14 ft Wide 12.2.3.4.5.1 thru 8 12.2.3.4.6 16 ft Wide 12.2.3.4.6.1 thru 8 'ESTA' ` Pg. 12.f 03/07/2016 Structural Schedule for a 1-Story Dwelling: Job#: "Systems" Ground Snow Coad;.<a 35'isf"' Basic Wind Speed Vasa ^' '%]]0 tii3sg;>^ <j Exp. t Ultimate Wind Speed VuLr a142-'mp s ---� W1=316 pif W2=317 pif IF Eq.Exp"D"Wind Speed VOLT k x;130 m t.3sg Mean Roof Height',;.: '' 20;ft' Wall Zone Roof Pitch,},r ;t: 7: A Truss Type "''°;\yr::Mohtt-1?t W3=716 plf W4=717 plf F. Kneewall Dim.µ ;' ; Ja; ;;. Loading Section Roof Design `` Standard;,,gy ?•> ani Max.Module Width' `14ft.:.;<>^ House Width(nom)`r a r`; 14•.ft. %` z Wall Height-1st Floor ^^; $> Typical Loads: 1st Fir.LL= 40 psf Ext Wall DL= 50 plf 1st Fir.DL= 10 psf Loading Section Formulas: W1=Truss Reaction+OH(as applicable)converted to PLF=316 plf. Reference page#2.2.7 within the Calculation Manual for loading origin. W2=Truss Reaction+OH(as applicable)converted to PLF=317 plf. Reference page#2.2.7 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 14)x(40+10)]+316+50=716 plf W4=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W2+Ext Wall DL Loading Section LL and DL Summary(pli [(0.5 x 14)x(40+10)]+317+50=717 pif TL LL DL W16= 316 237 79 W26= 317 238 79 W3= 716 517 199 W4= 717 518 199 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) The heaviest(worst-case)W1 or W2 load is referenced in the Structural Schedule Tables. 4) Reference page 6.1.1.a of Calc Manual for Exterior Studs. 5) Reference Section#4 of Calc Manual for Headers,Beams and Girders. 6) For the purpose of determining truss LL&CL for W1 and W2,LL taken at 75%of TL,DL at 25%of TL 7) Zone 5 Stud and Stud Column values used as"worst case condition"values in charts below. See calc manual or alternate load section for Zone 4 values If necessary. 8) Referenced Standards: ASCE 7-02,05&10 and NDS 05,12&15. 9) Most common loading condition shown above. Load sections based on specific conditions may be generated referencing calculations in approved manual. Stud Requirements:° First Floor. 8'Wall Height 12"o.c. 16"o.c. 24"o.c. 2x4 SPF#1/#2 OK OK NG Sidewall 2x6 SPF Stud OK OK OK 2x6 SPF#1/#2 OK OK OK Sidewall Table Load=317 PLF 03/07/2016 12.1.3.1.5.5 1st Fir.Headers&Girders-14'-Wide,7/12-Pitch,Standard Single-Wide Mono-Flat-Truss,35 Pg,110/142(Vaso/VOLT)Exp C,130(VuLT)Exp D Table'W'- Sidewall Headers and Girders(worst case of W1 or W2): Table"B"- Sidewall Headers and Girders(worst case of W1 or W2): First Floor Reaction stud Columns First Floor - Reaction Stud Columns'' s Page# 2x45PF 24 SPF 1 2X6 IPF 6 1 Page# [L47SPF 7x6 SPF 2x SPF No. Mem Species Max.Span (I hs) #1/#2 stud #1/#2 No. Mem Species Max.Span (lbs) #1/a2 stud #1/02 1 (1)2x4 SPF#2(s) xu`33";(2'=9"}` f390>.':. 43:a`:;.';2 2% ^•':2, 1 (1)3.5" 2-OE, x.._>r ��. x*'"'. 2 12x6 SPF#25 2 (1)5.5" 2.OE,LVL "2'y '2 v 3 (1)2x8 SPF#2(s) .<,Vi.(5'�1")=,c=,..:9D8 „h.• q;3.a ', 3"L' 2,":'�'r.:• 3 (1)7.25" ME,LVL >�108 '{9'=O I; 2600�,. ,4.3a^�i"-4.,v�:�V' fl � I '4}�.y..r •i :.. .x✓i '• vx YX,n;•.I,r it� :.:: �' �5i:` 4 1 2x10 SPF#2 s ' ) r*; 3'' ';-2U � (1)9.25" 2.OE,LVL E,138';'.(11'-6"}:'.;:2030.':,x• " ( ) () (h 75:(6,'3' : :1710... ,:,,£ :3:a ;2,''s:' .2,F. 4 5 (1)2x12 SPF#2(s) v::,$7"(7=3,):.,: 1288's tio-%1.3 as ".3. 2„3:.v k"2 S (1)11.25" 2.OE,LVL 1,65' 1$'-Q"�Yz.._2,439 :1:423:8•x:�;'�%d'�<r 3 -$ (1) 6 (1)2x4 SP #1/ i - 2s:�O:,6,.2 6 112" 2OE,L i' SPF#1/#2 :.35"2'=11"}w 520w :43.a;+i ,2.; r=< ( ) VL ;:�175,.�14'7") A' •ii T<x 3 .. ;u. 7 1 2x6 SPF#1#2 51 :76 > `u ( ) / s`_, ($ ,)�� , 2'>.���4'3a�;�, �,:2 x.. -;� �;24; 7 (1)14" ME,LVL iY202k'16=50" :2995 4:3:a /a, �4 8 1 2x8 SPF#1#2 z 65!';SS I. 9 5� F:3:' ,>3 2' ”{ ; ( ) / S. 6 ,a, 2 2 8 1 16" 2.OE,LVL ,. I9,l.,x..„3394 '43.a 'p a 6 ” 9 (1)2x10 SPF#1/#2<"yBUa.�6',8n)'�• 118U,.4 y4 3,a h' 3 s 2 ` h 2,— 9 (1)18" 2.OE,LVL ;�25$" 21 31}:;� 30 (i)2x12 SPF#1/#2 93�"(7-9�7):, ':1369, ;;.4 3 a,�,. ;-3•' `3 ,2;4 10 (1)20" 2.OE,LVL X281 (23'S) ' 4188 4:3.a 11 (2)2x4 SPF#2(s) 47"`.(8 11 :693.': S:a"' '2. 2t;>.;' r'2` 11 (1)22" ME,LVL 'x1307"(ZS--7..*"h'4579,;,;,�`4:3.a nya 4 r•` :.. >. ... 12 (2)2x6 SPF#2(s) 69x:y(5'-9,';) 1016x+(:. ,r;'rY>%3_ `>22.: 12 (2)3.5" 2.OE,LVL �i661':(S%6'},- >�;980" ty4.3.a.Y:,;H3'" F. '2%= ;,;?2: ' x 13 (2)2x8 SPF#2(S) ;�, 87'(7E=3','.1,�u>"x'.7287:�,�;;*�„4:38f�z;+�'3:�"x .r ��, 13 (2)5.5” 2.OE, '�1U4"t8'�8")'^';1546;r 4.3.a "i' 4'�. `3i�;;1`y•2';, 14 2 2x10 SPF#2 5 "i. " k_xx.2x 2 ( ) () 06'°(8 30,,) •]374" i43.a. x4 3 ., .Z' 14 (2)7.25" 2.OE,LVL8 ' wean '�r - :# . ` u.;,x. ,.•. 75 (2)7x12 SPF#2(s) ,12$'',(30=3,:}. ;1828, 43i "'.+t "� 2" 15 2 9.25" 2.OE,LVL '176".14'-B')r;'"'"262 16 (2)2X4 SPF#1/#2 50"r(4',-2")x.'`, 73$;;, '4 3:a'"x 2 `2;s% ' '2 16 (2)11.25" 2.OE,LVL §13r`(17'-9") y„384 ;4.3,a' 17 (2)2x6 SPF#1/#2< 73y'(6 1.'};, r 1U79. "4.3 a:;:.=..3 `•1 2".' Z 17 (2)12" 2 RE,LVL :728";(19r Rr{y.:• 3400 ”x r}.3.a k;;`il%a;y;; rs' 3`:" as 18 (2)2X8 SPF#1/#2 ky 92;',(7,8') ,;_:1364•,,''•y ,3:a' :T ,.a„=?' `'c'11 '1, 2', 18 (2)14” 2.OE,LVLi26S'{22`=1"),,,.8976" ?z. 4:3.a-•;,'.:njd "��d'•" ,:3"y' 19 (2)2x10 SPF#1/#2 113`r�9'S'} " 1675 `4 3:8 '4, •7 s' 3 r' 2 19 (2)16" 2.0E,LVL 303' (25'y3") - 8554"^'4,3 20 (2)2x12 SPF#1/#2 131 (iD'=3]'•1:=194x. ;_! 3.a � _.4 x n'+3 - ' 'z:.. 20 (2)18" 2.0E,LVL X 34¢ (28'4') ;.s137r. ;4 3.a. syn/a `.n a`:...... �< 21 3 2x4 SPF#2s 62: 5 912.'-11x nc "_ .>. F._ .•. ,r::.. •„ ( ) () z ".) 3:a P%a`;iii/ate .'k2 K, 21 (2)20" 2.OE,LVL 878':31'6 4 <� ..,.;: • x .. xn z �. .,x')'. ?, ;}F3 a kn/,a /a: 22 3 2x6 SPF#2 s 1336 3'a n a ".;,ii d,". 2 22 (2)22" ME,LVL 3'k15",(34;;x=')-.,,fi3R8 y`�4.3.a, :n/a.�an/a'.�Xn%aY�• , 23 (3)228 SPF#2(s) 1694Y '. 4:3:a,- hI? 'ji/� ,X;2. 23 (3)3.51' ME,LVL s1�76".(6'-4`•'),' i;112$r.;ax4.3.a s ,n/a+,.;`? /a` 2x.;; n 24 (3)2x10 SPF#2(s) .A39"(a'- 2074 2074a.T 'A:3r�x;,'i+n a ti/d•' 2"F 24 (3)5.5" 2.OE,LVL 's 12D"'{a Q'Rn) `"y: 8]:%x 4.3.d "Noi,44/0 ,,2 : .,,.r: 25 (3)2x12 SPF#2(s) '`161"(13`-S" 24D9:,:+k%4:3:a' a .. n/ ..;:..rn/ 3 25 (3)7.25" 2.OE,LVL k 158'R 13x355 +.'4. 26 3 2x4 SPF#1#2` �; 3•a ',65",5:_5^:'sn.�,96g; ;a4: ,' a":°�-nae� 2 2 ���.,.,>. ; .j, ( ) / }>x.- ,x,3ea ,: %. ,;F 6 (3)9.25" 2.OE, "'20];(1G-9HJ. 3016 ;=: ;4.3.a=._`>""n/a" ,n/a,s` 27 (3)2x6 SPF#1/#2., 96;;(BkQ): rr-7.42Q:.,,,x4:3.'.?�c :n/a nia:: :,2,s 27 (3)11.25" 2.OE,LVL iJz44','•�?U`,};.)::. `r3682� 4.3.a 28 (3)2x8 SPF#1/#2 121"(�Of i')i;sr p1803 3 N:n%a o/a" ",x2 28 (3)12" ME,LVL W�60-(ZP-8") ,r 3932 ;�4;3.a,- 6 s3 a ri/ate, n/a �3 29 (3)2xiO SPF#i/#2 '748" 22 4x= x 2207: ";'4:3.a Y :OJa: > n%a`x< Z 29 (3)14" 2.OE,LVL $303"'(25-3"}:r ,4604'xr, °4.3.a'Mp n/a4 30 3 2x12 SPF#1#Z-'171":14";3":"' 2565 :x. 4.3.a.,+ n a n a;,.5:'.3 30 3 36" 2.0E,LVL ^346" 28'=10" 4 528 `-4.3.a A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load=350 PLF 31 (3)1811 2.OE,LVL X389„�32 5')`., 5962,r. >,4.3:a >:nla> ^n/a n/a.; 32 (3)20" 2.oE,LVL x431"(35'-11") :`564$ �y4.3.a r:ci%a :inn%a a-" n/a Stud Column Table Load for Tables"A"&"B"=400 PLF 33 (3)22" 2.OE,LVL �;4Z4;(39'6"'`:`73380.;a;t;=4.3.a=�-.;fi/a::�sfiJa•;�.:n%a' A=LL=240,TL 180,CD=1.15 Wall Height=8ft Table Load=350 PLF 03/07/2016 12.1.3.1.5.6 Y ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact ,.zSearch ResultsFz . u� t 'awras q, �.�..`�sat•�sFs.,`Gf< " ,a.,,s'•, s; .G;r;�z�:�x Query Date:Tue Jan 09 2018n' Latitude:41.0357 1. Longitude:-72.4091 -° , t 'n s ;x =r . F 3 xp...r ZA '?;' ASCE 7-10 Windspeeds (3-sec peak gust In mph*): ',' k SX :OW, -W ,F" '�s23�"t�6.j4•('f��`', .F qg:'-�� .>"< "- �'�? ;s'`# Risk Category I:125 W* .` = •` ms's= _ z, . Risk Category II:136 Y ,r• ;. *k � 'u ` nr�=�., ; :' ,. .• �� :�-� Win,., �. �:�,�;•`:&" Risk Category III-N:146 >¢ MRI**10-Year:80 MRI**25-Year:90 MRI**50-Year:99 MRI**100-Year: 110 ` a ASCE 7-05 Windspeed: 120(3-sec peak gust in mph) �� ;�;- ��,-_°'x. �` �:�i"�`'-'�^:�.,,;���'R�• ��°��s�?..x� "��� ASCE 7-93 Windspeed: 86(fastest mile in mph) `Miles per hour "Mean Recurrence Interval Users should consult with local budding officials to determine If there are community-spegricwind speed requirements that govern. n L 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 IatitudeBangitude location in the windspeed load report. Sponsored by the ATC Endowment Fund•Applied Terhnoloov Council•201 Redwood Shores Parkway,Suite 240-Redwood City,California 94065•(650)595-1542 -"".,.cam:`---,-�., i'•� ' w lie ! + 'J { 1 : � v t a.►R aY iew `� `, �,•;,err ++hk.,� >,: ti� 4 ;. � , 'u m. 1 0 cif r mix, � �'; �•' , f; tf �. ��y 7 mnyry on•gyiew Ln'- � A Ty' K ' ` f " `.�; )i::AiS f °q+•t• �t;C &,L y.i�.lJ K'(��.' .��, 6 �,f;i 4', r s r a I: - v .: r•. ,•::. .: 'y'>�i "4��: ,�. #10 �ac;" r 3a'Y rr j��',�.� ,, '�� / rry'• .<. _�� ,r~.- 'rr `x"` � .... '�y_' �' ',r r►s��xsr� r � r � � R v`.� a` •t so � *• ,vr ' t , r ' tet;* .�. •uwr 4 04 t t/ v art 1 i v`,s h•lk a" Y�"�t �'�+f'.y. r 1� �/:: � �c a��"`� r Si ''�' "y, :t �,��y.. �; ���';;' ,.t - �• `��� 4 ```:� '� ����K�.-�>�.;. �� � •�. �^ 300 ft DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO TELEPHONE:(518)474-4073 SECRETARY OF STATE WWW.DOS.NY.GOV October 20, 2017 Mr. Richard Bird Director of Engineering Muncy Homes, Inc. 1567 PA Route 442 East PO Box 325 Muncy, PA 17756 RE: SYSTEM APPROVAL MODIFICATION NUMBER: M1387-2017-123 Dear Mr. Bird; In reference to your application for system modification received September 21,2017; to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings(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 (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 voiects located in regions having a basic wind speed of 140 miles per hour or greater will require an individual model be submitted to the Division for review and approval. Exposure Category: Exp C (standard) Exp D (optional) . Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and "Non-Hurricane Prone Regions." 1. The manufacturer will submit a monthly report summarizing (listing) all permit sets with information about project location, production serial number, and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication. Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally,the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; "The plans and specifications of this permit plan set are derived from and consistent with the system set of plans and specifications approved and on file with the Department of State, which were approved on October 20, 2017 under Systems number M1387-2017-123." i0p Department ORTUNITY, 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 • Manufacturers 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 9 Building Elevations showing: • Floor to floor wall heights • Finished grade line and distance to 1s'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.nv.aov/DCEA/Ddf/insigniaofApprovaI0rderFormDOS 1962.pdf.. Please Note: Use the System Approval Number(at the top of this letter)when ordering Insignia. \Sincerely, John4DA. ario,Acting Director Division of Code Enforcement and Administration Enclosures: Five (5) revised sheets containing NYS stamp of approval cc: Richard Wenner, PFS Corporation, 2877 Skatetown Road, Bloomsburg, PA 17815 (via e-mail) Page 3 of 3 REScheck Software Version 4.6.4 Compliance Certificate Warning: It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. sof IIEF Project #32551_000 Uob_5/N) �- 9 L 0 Energy Code: 2015 IECC t ` r� Location: Suffolk County, New York t LU UJ Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,545 ft2 A 046251 Glazing Area 15% S '�� Climate Zone: 4 (5999 HDD) Permit Date: 03/12/18 Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Customer: Parma Builder:Turn Key John Koehler 205 Longview Lane Muncy Homes, Inc. Southold, NY 11971 1567 Rt442E NY Muncy,PA 17756 Compliance. Passes using UA trade-off Compliance: 6.1%Better Than Code Maximum UA: 309 Your UA: 290 Maximum SHGC: 0.40 Your SHGC: 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,242 44.0 0.0 0.027 34 Ceiling 2: Flat Ceiling or Scissor Truss 302 44.0 0.0 0.027 8 Wall 1:Wood Frame, 16"o.c. 1,492 21.0 0.0 0.057 68 Window: 3-30 x 37 SL:Vinyl/Fiberglass Frame, Double Pane with Law-E 23 0.290 7 SHGC: 0.25 Window: 6-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 93 0.290 27 SHGC: 0.25 Window: 1-22 x 65 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 10 0.290 3 SHGC: 0.25 Window: 4-35 x 65 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 63 0.290 18 SHGC: 0.25 Window: 1-46 x 65 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 21 0.290 6 SHGC: 0.25 Window: 1-30 x 49 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 10 0.290 3 SHGC: 0.25 Window: 1-32 x 12 7d AW:Wood Frame, Double Pane with Low-E 4 0.280 1 SHGC: 0.32 Door: 1-36 x 80 2 Lite:Solid 22 0.270 6 Door: 1-32 x 80 Blank: Solid 19 0.200 4 40 0.280 11 Project Title: #32551_000 Qob_S/N) Report date: 03/01/18 Data filename: O:\Premier Data\REScheck 32000\32551.rck Page 1 of10 Gross Area Cavity Cont. Perimeter Wall 2:Wood Frame, 16"o.c. 256 13.0 0.0 0.082 19 Comment: bsmt Door: 1-30 x 80 Blank: Solid 18 0.200 4 Comment: bsmt Floor 1:All-Wood Joist/Truss,,Over Unconditioned Space 1,215 19.0 0.0 0.047 57 Floor 2: All-Wood Joist/Truss,Over Unconditioned Space 302 19.0 0.0 0.047 14 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in,the REScheck Inspection Checklist. John A KoehlerfDigitallysignedby.1ohnAKoehler John Koehler, Engineering Date:2018.03.01 1037:19-05'00' Name-Title Signature Date Project Notes: 1-Calcs reflect only that portion of the unit assembled in the factory& included in the REScheck. Should further living space be added or finished a new REScheck shall be completed by others. 2- For unconditioned basements &cape roofs spaces, the builder shall enclose basement& attic stairs. The walls surrounding the basement&attic stairs shall be insulated & protected with a vapor barrier. The bldr is responsible for supplying all materials. 3-In houses that have factory installed floor ductwork, the bldr shall be responsible to install the insulation floor insulation under the duct. 4-An IRC& IECC Air Barrier& Insulation Checklist is partially completed in plant&supplied to builder with final house packet for on-site completion by others. C)FNFA 01LU 0 rt ` M t F �kj t! � �625Z 03/12/18 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. Project Title: #32551_000 (job_S/N) Report date: 03/01/18 Data filename: O:\Premier Data\REScheck 32000\32551.rck Page 2 of 10 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section;. . = ' . ._. a'nsz'tl'erified..< � ld V"errfre ..� ><.<.<�� # `�te=Jh§p6ct10A1Pia<``E Avle E 'Corti t @ ? ` - 0 me71#s ASSIITfI' tro "S=s : - , 'Naar a <' 3 x;,a q.y::, a K:. �V s =.'m,''F .k,=`, '1.y •x•.+2x; :,,c<,�. ••':ty "ifi '•..: "F'�v'< t.Y .. ^_'� ^ti. ,, hr>, �••:rrs 103.1, 'Construction drawings and ` ;` ;";e ` ss'' R'" " ';'€" f LJ Complies ; $�'N' '+Tis 1 103.2 documentation demonstrate ❑Does Not ;:' �. [PR1]1 I energy code compliance for the buildingenvelope.Thermal =A,x ❑Not Observable ! ! "1' _26«:. 0 5-,Sr'*,.�p ''^� ;.�'ti� f:'.4'es. ❑Not Applicable envelope reresented on ..���.,;-qo;s,,_,� ;���> P.< -�• �� 1 construction , documents. 103.1, !Construction drawings and " ❑Com lies , 103.2, !documentation demonstrate ❑Does Not ; 403.7 !energy code compliance for ' 7-7... ❑Not Observable t 1 [PR3]1 !lighting and mechanical systems. ❑Not Applicable t tSystems serving multiple , !dwelling units must demonstrate !compliance with the!ECC tCommercial Provisions. 30 .1~ ;'yi Heating and cooling equipment is; Heating: ! Heating: '❑Complies ! sized per ACCA Manual S based ! Btu/hr ! Btu/hr :❑Does Not i '• ,on loads calculated per ACCA ! Cooling: Cooling: :❑Not Observable Manual J or other methods1 'approved by the code official. ! Btu/hr ! Btu/hr :❑Not Applicable ! 1 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2�.,; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: #32551_000 Oob_S/N) Report date: 03/01/18 Data filename: O:\Premier Data\REScheck 32000\32551.rck Page 3 of10 S t. Yr, �,i4l` M-,m"'efit, .4 - t t Insod J�, C bun d bitil 6 n �WV, 0 s/Assumptions-,.Ift M Z. '?z "N A protective covering is installed to ;E]Complies TFOIJF"#',protect exposed exterior insulation :E]Does Not and extends a minimum of 6 in.below 110" U grade. Not Observable, ;[]Not Applicable Snow-and ice-melting system controls;[]Complies 1 W0123,,.,,� installed. UlDoes Not :E]Not Observable 1 ;E]Not Applicable Additional Comments/Assumptions: I I High Impact Mer 1) Impact(Tier 2) LowI mpact(Tier 3) Project Title: #32551_000 Oob—S/N) Report date: 03/01/18 Data filename: 0APremier Data\REScheck 32000\32551.rck Page 4 of 10 ` ^ ' / U. 402.1.1, Door LI-factor. U_ i U_ jElComplies ;See the Envelope Assemblies 402.3.4 UDoes Not table for values. ;E]Not Observable 1E]Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U_ ;,[]Complies ;See the Envelope Assemblies :table for values. 402.3.1, average). :E]Does Not 402.3.6, ;[]Not Observable 402.5 ![]Not Applicable ElComplies 303.1.3 U-factors of fenestration products , are determined in accordance with the NFRC test procedure or EINot 0 bservable taken from the default table. 402.4.1.1 Air barrier and thermal barrie El I [FR2311 installed per manufacturers n" I'M E]Does Not EINot Observable IM M EINot Applicable 402.4.3 Fenestration that is not site built Alcomplies [FR2011 is listed and labeled as meeting 4, 1'� []Does Not `Q-UNCIt Observable or has infiltration rates per NFRC 400 that do not exceed code 1EINot Applicable .31 omp es IC-rated recessed lighting fixtures Z, F-RI61 :aled at housing/interior finish E]Does Not id labeled to indicate EINot Observable leakage at 75 Pa. EINot Applicable 403.2.1 ;Supply and return ducts in attics ElComplies -8 where duct is 4 E]Does Not > 3 inches in diameter and>= W-4 0Not Observable R-6 where <3 inches.Supply and :return ducts in other portions of []Not Applicable :the building insulated >=R-6 for :diameter>=3 inches and R-4.2 Building cavities are not used as IE]Complies ducts or plenums. ]EIDoes Not UrN EINot Observable EINot Applicable HVAC piping conveying fluids 11- R- :[]Complies above 105 QF or chilled fluids TIDoes Not below 55 9F are insulated to�tR- J11 3. UNot Observable �E]Not Applicable 403.4.1 Protection of insulation on HVAC E]Does Not _1EINot Observable Not Applicable Hot water pipes are insulated to R- R- :E]Complies TIDoes Not I:E]Not Observable :[]Not Applicable Automatic or gravity dampers are V OComplies ,[FR'19f'4j�. installed on all outdoor air Not intakes and exhausts. E]Not Observable I High Impact(Tier i) medium Impact(Tier 2) Low lmpact�(�Tier 3) Project Title: #32551000 Oob—S/N) Report date: 03/01/18 Data filename: OAPrenn|erDatn\RE5check32UUO\]25Sl.rck Page 5oflO Additional Comments/Assumptions: 1 High Impact(Tier 1) ;Medium Impact(Tier 2) 3; Low impact(Tier 3) Project Title: #32551_000 (job_S/N) Report date: 03/01/18 Data filename: O:\Premier Data\REScheck 32000\32551.rck Page 6 of 10 Sec#ian= ;..�. .��: •• r�s� V� �' ;;.. �. ., . ' :�-z;• -.;; . .' ., ... _: � x ,•. , ":. : >.P�aris Verified: ' ielit:Ver'ified x :lnsutatitiri"liispect�on ^t t Coirriplle's?' GoiinmetstAssumptions° Value'.= 1laiue- a ,'z .>•..,.: w',.. 303:1. All installed insulation is labeled m ." -'; __ ' <x� OComplies {)N13]? or the installed R-values >= Does Not provided. fi,,4' r fir' I Via.: M :: ;x t:=. �- ❑Not Observable , `g Via: `❑Not A 221 Rpplicable ; 402.1.1, !Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not 1 table for values. [IN1]1 3 t❑ Steel ;❑ Steel ;❑Not Observable I ;❑Not Applicable 303.2, ;Floor insulation installed per ; a '>:. ' °, '. ;: ' _. �:�.,,-..��`> �`�� ❑Complies , 402.2.7 1 manufacturer's instructions and ` :M a A y ; f° []Does Not IN2 m substantial contact with the underside of the subfloor, or floor i ❑Not Observable ❑Not Applicable ' framing cavity insulation is in I�,� �.-. � �x �>,t•. contact with the top side ofM sheathing,or continuous .r .� �;•.• _ insulation is installed on the -, ` '_ - '` !underside of floor framing and � .• _ �' F extends from the bottom to the •top of all perimeter floor framing -= ; �u°=�-� .d. _ :_-•-; '=s';� fr.--= ;members. bt .v 402.1.1, 1 Wall insulation R-value.If this is a' R- R- ,❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1h of the ❑ Wood ;❑ Wood ❑Does Not table for values. 402.2.6 }wall insulation on the wall ❑ Mass ;❑ Mass ;❑Not Observable [IN311 exterior,the exterior insulation , requirement applies(FR10). E] Steel t❑ Steel ;❑Not Applicable i t 3 { 1 1 1 �z rr,3afi^,vfi.,' 1sr rawq':.�:: ❑Complies ' 303.2 Wall insulation is installed per s ���,��<<�h -� ,� �;;:, , , [IN4]1manufacturer's instructions. -❑Does Not ; Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2` Medium Impact(Tier 2) : Low Impact(Tier 3) Project Title: #32551_000 Oob_S/N) Report date: 03/01/18 Data filename: O:\Premi'er Data\REScheck 32000\32551.rck Page 7 of 10 ~ , Project Title: #325Sl_ODU ) Report date: 03/01/18 .P6As,,Veriified. Field.Verified #' Y Filial inspection Protiriaions. Complies?<'.„, CoMments/As"sumptions Value" lue Req:IID 403.611” All mechanical ventilation system • _ . ❑Complies~ , [F12512 @fans not part of tested and listed ;�: h: g ' ' =❑Does Not HVAC equipment meet efficacy . .`~`• and air flow limits. x;,. i '< ❑Not Observable _I GW 3❑NotApplicable ; 403 2 ;Hot water boilers supplying heat ; : >'r ❑Complies ; z.. [Ff26j. ".I through one-or two-pipe heating r$> x; <-,;.r, ;; f: , :` ❑Does Not ; systems have outdoor setback r, •.: ... F: r 1 ❑Not Observable control to lower boiler water � : ''; ' _. .• '3.;a `' {❑Not Applicable temperature based on outdoor 1 ,temperature. ❑ 46.8.ti Y Heated water circulations stems '_: nr 6" _' '-3 r '€ M__. :: ., Complies have a circulation pump.The 6 ; ' ' „•- m `4❑Does Not system return pipe is a dedicated ” Mt ❑Not Observable ' F,return pipe or a cold water supply�y= , , pipe.Gravity and thermos- ��'„l�� j` ❑Not Applicable :;syphon circulation systems are not present.Controls for ;2 �' e ,. ; ,circulating hot water system _;` `'`>' �' •. e .«^ "- =>• 's•k z,: a , pumps start the pump with signal �: 4V, � _ u -,for hot water demand within the occupancy.Controls ,��� �>� �' e��. . �;�,- .��°••,>•-�, � ; automatically turn off the pum Iwhen water is in circulation loop #is at set-point temperature and no demand for hot water exists. 403..53: .,Electric heat trace systems ~;: = °<' `< �•; ;'° ❑Complies ; I with IEEE 515.1 or UL [>12a2 P Does Not ',comY ' xM5. Controls automatically 'adjust the energy input to the m,a "s, r : i❑Not Observable ,.... r: . ;1Nmf, ; a heat tracing to maintain the _ "= Q = .. ;❑Not Applicable ; !desired water temperature in the ',<< ' `I piping. ;Water distribution systems that ❑Complies =f'❑Does Not[F10 2 have recirculation pumps that ' ; ;o,n ;pump water from a heated water a❑Not Observable , s>>. "supply pipe back to the heated x04" . 9: w<>_ ,. M },=` water source through a coldT' : `" "" " ❑Not Applicable ; .' ' s , f water supply Pipe have a fir: " u = demand recirculation water s - 'system. Pumps have controls ~ ._ T, � ;K . •? ': ;;w; f' f that manage operation of the r pump and limit the temperature • :.5::".w,fV i-F:+z•<-Nvvµ1^4, „z. 6 ;':''f..C;`t y 1 of the water entering the cold ' iwater piping to 104°F. ': ;; i � ::. ;:i ' = �. ..:. s❑Com lies ' 403`.5.4 Drain water heat recovery units "'3'`'`' »zk a r<'Z, -: p GFj3X] tested in accordance with CSA :• ��� fr #" ;❑Does Not a `655.1. Potable water-side -< ° ,>n; {. ."v;• `-?; ` : � ".. . ;d ❑Not Observable I tl :,pressure loss of drain water heat .,b.4, ' r31F`f y _ recoveryunits< 3 psi for -- �= '._ « ,,R ❑Not Applicable , A,4 , individual units connected to one g.m$s�'r ;or two showers. Potable water- •.,, w-Y ? "'�` ='- a '` -`:•' :( ; side pressure loss of drain water .;:: ,; ;heat recovery units< 2 psi for ` '< .w. , - individual units connected to ;: -,,•� 6 three or more showers. 404.1 ,75%of lamps in permanent [" m -< *n t' ':=<❑Complies ; [FI6]1 Mixtures or 75%of permanent "p ?; = ''❑Does Not 1.r,^ ;za. �:" $,.,. ;fixtures have high efficacy lamps. ...y: ,,, fi<;- >: ',.,z✓J. =r-"°y:° Does not apply to low-voltage ❑Not Observable ; ter..- , ��❑Not Applicable ; ;lighting. 404J,1 ,, Fuel gas lighting systems have `> "m 1❑Complies ; F123 r., no continuous pilot light. ❑Does Not ' wA40Not Observable , s \ .sr f. ❑Not Applicable 1 High Impact(Tier 1) 1,2 I Medium Impact(Tier 2) 1,,',3,"1 Low Impact(Tier 3) Project Title: #32551_000 Qob_S/N) Report date: 03/01/18 Data filename: O:\Premier Data\REScheck 32000\32551.rck Page 9 of 10 5eWon ; pians Verified 3 :Final Ins6dct do Provisigns,.; ax field Verifiett Gotfspl es? ntiime,"nt"s1A surf p iohss. °Re '1D' Value': "6iita 4013 Compliance certificate posted. �y" a:� °°'" -:j❑Com lies ' 117 z _ 3 Does Not ❑Not Observable ' =.?,ygy '^ .3.w"x`:. `'r. Y' 3c'E ',x.•f; 4414. i .ja « r ,,,[]Not Applicable ; Manufacturer manuals for � ;3 "N w�. -° = ❑Complies ; �fZ$3 mechanical and water heatin ° { j :I g �°;.`,.-: ,>_ : �. . , E:.-:- ❑Does Not ;systems have been provided. t; Y `' - - '-•- j t yrX^. l ❑Not Observable ; 3 M? t -., M ; ;❑Not Applicable t Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: #32551_000 Qob_S/N) Report date: 03/01/18 Data filename: O:\Premier Data\REScheck 32000\32551.rck Page 10 of10 2015 IECC Energy Efficiency Certificate Insulation Rating, R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 44.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHG6 Window 0.29 0.25 Door 0.28 0.34 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments ar.5.7 RAQt-44=,�eea # , 3►smmcy>Y'rl a"so Muncy Homes +, Sugeric r Builders +► Pxemaier builders DATE: 02/23/18 JOB#: 32551 BUILDER: Turn Key The following information is being provided by the modular manufacturer to aid the Builder in-completing the NYDOS required Truss/Pre-Engineered Lumber/Timber Frame Notice per Title 19 NYCRR Part 1265. The Builder shall be responsible to complete the remaining information on the required form and shall submit the completed form to the Authority Having Jurisdiction upon application for the Building Permit. PLEASE TAKE NOTICE THAT THE (check each applicable line) Q New Residential Structure Q Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE: (check each applicable line) Q Truss Type Construction (TT) Q✓ Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S): (check each applicable line) ❑ Floor Framing, Including Girders and Beams(F) Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) Jab Truss TrussTypa r,* Pt/ SMP 212, 78663 HMS85025 HINGE MONG 1 Flat-2828'-6,0/90 UnivarsplForest P ductsIna,tlrandRapTds,MI49525,htifroPattern 7AIGe'Jaa292015WN150IndysKes,lre Mon Jun 2209,07ag261ii Copyright c'2015 Universal Forest Products,lab.All Rights Reserve 2.640 11-2 8 0 ,1A Ali. ver' ' Detail 5 j SMItiBK- � � e 4 . y REACTIONS .d-1:1a )Aax,ficrc�'157(L.Q 13),8=499(LC g} Mairllpldt-1460=S),V403(1,0 9} i 4l7Pt MaxGrav7=.68t(Lo 13).Bgpl(LC 13} eft. zriD12 O1 0.10-12 Opt, toff i4 A \ SM,H18D 03J O�QpL �� 3x0 115 . ' Cut.olf - x B! II I 11 3.5x5 11 2x8 14 15 7 5x7(t 0t�tz 2444 r 9i7-10 0!-8 ' 13-10-12 Plate Offsets 1:Od-12.Edize),11:0-2-5.041-01,12.05-504-t 4:04-0 0:1-009 12 D-0 i3 :03 120-0 4 SPAC010-42.0.0 $P/,tCWG:14-0 spacING-:140 CSI, DEFL, In (ky, �fdaq Ltd PtJ1TES GRA TILL,LOADING(fist) TCCLLOADING(psi) TCLL G(psfJ PlateGrli)WL 1:15 TO 0,38 V41A L) -Olt -7.8 452 -240 MT20 10 1144 TCou• 4.0) dr6u 89;3 7CLL 924 LumixrDOL 1.15 BC 4.41 veit(CT) 4�9 A$ x411 ISO MT18HS 1871144 Groun45naNr6 7- TCDL d 5nvrr=9to,$ (G?ound Sno+vs120,,1 Rep Wierincr YES WS 0.48 Hoe CT) 0.60 7' n1a Wa TCDL T_0 TCDL 10,.5 TCDL 14.D` t BCCL GO' BOLL 0.0• BOLL O Q' code isclat2lied2bur (Mah#) Weight 7f ib BCDL` id.0 SCOL 15.0 BCDL 200 TPI2014 FT=pgg LUMBER- BRACWG- T•OP CHORD 2x8 SPF No.2'E?c0pt• TOP CHORD, Structural wood sheathing diwegtV applpd or 65t-0 of pU*S; except end verticais:Tj T2:-2)OSPF21WF1,BE,T3:2x45PFNo.2 9OTCHORD0gidcelin6drrectyap'piedor."10.0.4Aobraolp. SOT CHORD 2x8 W DSS WEBS 1 Ravi at mldpt 4-0 WEBS 2x,3 SPFSlud'Except W3:'2xl0 SP'vsl� t r fir! REACTIONS,(hlsize) 1=90010-"_(min,0-1=9).T=791(0-3.8(min.044),6=•O/MpehaNeal MaxNorc 1=499(LCS).6-756(LC 13)1 Max Upihi=925(t 9),•V=-672(L00) MaxGravt=973(LC,13),;7=964(LC'13) FORCES: '( }-MaxfmurriQumpiessbniAtaxanumTensron CIVIL TOP CHORD 12=66615.23 936[167 3 10=1634188,4-10 550/95,9,5 3�7IBL 5 6=-169190..7•B=�7Q0f490 1:10. f r F), aQT'CHORD' 1-13=-024/451,13.1¢=4241452,14-15=3241452;8'-1p=-024!452.&.11—2971424,11-t2=•2971424,7-12=297/424, WEBS 25=168211692.4.9=•6181573 41'35 REQUIRED FIELD JOINT CONNECTIONS -kta dmam Comptes;Ton(6ru Max mum 7ensTon(b)1 MaMmum the (tb)!Maimunt Moment(b8f) r� .rt -" "� 5=245187/90/0,9=516/573/424/0 + k l NAL NOTES. 1)Dado:0--3 441englh XO.O-12 deep d9do,0.1.8 and 040.8 to left edge from)oin(4 Rn the 011om,race. 2)Wmd:ASCE?-10;VuK=155mph,(UtOD4d gnrst)Vasd=123mpb_@241n 4;TCDL 2,1pat;SCDi=3,Op3f;(Ail.tSWpb @16kf'o,c.;TCDL=3.1pst SCOL=4.5ps0;(�.t80aiph®12in o.0.;TC13L=4,2ps1<BCDL=6:opsl):in 30 'tat•11;EVC;enclosed,MW,FR9(enveW4 gabta end zone and C•C Extetior(2)zone;eanbieverleft exposed,;"for members.andfo(ces&MWFRS forreac0ons drown;Lumbet-DOL=1.60 plate-t}rip DOL=4 60 3)TCLL ASCE 1-10:Pg=46,0 pst(gkkdl snow):ft=46ziis((ioo(snwr}:Category B;R*G;Pa¢Faoy Ems•ct=1,1 E-S(gned by Kerlin Freemart 4)Roof design snow load has beenteduced tc account lorsiope, 5)Unbalanced'snow loads have been co0sldered fot•thlis design. @)�4gpities imMT20plates,unwssathbrMaatndmated. #11101 Of BAR rr, Sea HINGE PLATE DETAILS for late ` •`"'`•' If 7f P Placement i•� •:kI..F1r�'•,,��i� 8)Proviilonsrpust bamade to prevent lateral riioveinenlothinged member(s).during(ransportapon, 9)Ali additionalinamberearinee(onsshag beprovided byothersforfoisesashurmated, 10)Thld lrinishas beeri,aeai fiedfor a111.0 pit botftiehodWeany other I"toads. 11),'This truss has been designed(ora live toad of 2GApsldn the bo0cm Chord In ag areas where a rectangle84:O lag by 24.0 wide will rd between the bottom ; tdard and any other m6mbem.Vo SCOL-IMpat y tl 12)protide mechanical connectton,(byathers)60uss•to bearing plate capable ofAMthstanding 3251b upt(t at joint't and 572la upiry et)otnt 7, 13)Tbfs Was is designed in aCcordanCe Wh the2015I6(amational Bu Mmg Code section 2365A and feTerencadstandard ANSIITPI 1. 14)Take precaution to keep the chords In plane,any bending ortwisting orthe hinge plate must b$repaked hafoie the bulw4v is put Into service, •. �.r' 11§)Irate r}eld-installed memberk,siasn%legral parinf themiss design.Retain a dos1Qn pfofassionaf tope*fatal("field manectiofts and tempore rsupparls, r 11)A$- Ail Wd•instawd members must be p4pertp 61tened prlorto.applying any(oaring to ltl6 truss;This d6sl9d antle0iates UW fmal sat posr<ton. !rrtfrfnttft)t1s� 18)ThIs-truss b4oalgoed 4aocqrda=Qhthe 2012IBC Sea23,06,t:andrefereneods(andardANSI/rRt1 Vmrssannrc mit eastel.e 1T)Based on HM58SO22 svNddua,a«tsw«epropvrd«arpwad - '18 1BC2012)Z015 bJ!AiF,•Yga�t Yna toeniedprorewaW «n�erumarsle 1mdalsa sum a melt-,la, The rofesslonaleo hiaepn sealind[cJ[e4'lhata8censed rbfessknal�iasreviarvedthedesi nunderihestandardsrefgrencedwllfribThi Bowmen tbauexe2ssst,E.ovosonora Nota tl. 9 $. 1!112312015 trot necessan7yBie eurrem state leu kfing cdda.Tha.¢ngrc[eenng seatIs tint"an app>otraf t4 u;e in a specdie'stata.Tha fatal determ6tallon ort whether a lass des,Ign la acceptable ander the kpgy adopted buiWnQ wile rest tn`ih the bullaing officlaT or designated appobiteo: AWARNING Verify design paranlefer4 and READ(VOTES Universal Forest Products lest, 280t EAST BELTLINE RD,NE Trust sballmtbavul or design aflqklcar. PHONE.(616)364 161'FA)(fS16).065-0080 GRAND RAPIDS,M149625 Thisron on6this4p1ybeendesignedfaFthetoadsaotidinthis*&Mg•Construction and ittngforcesbaJenotbeenwasldereb,The bu9dartsreapons'616 loriffttnelhodsandsys(emdeslpa.Bv7darrespon;ibi6lesarederynedundarTPl).7hisdesign tibasedanf upon paramelemshovm,andisior an indivtduaf bdiWing wmponent fa be(nsta&d andkaded vedicaly,AppGeablNl�-0f desieq paramelali and{iroparinwrporafion at gompongntlb.iasQon"sbgity of buddmg ' daslgrtef-net wasdaslgoet.Br3Nng shaven is(ar)a[wratsuppprtatfind vidui[xebmembers 6nfy.Add t orae!1pmporary bracing W lnsbre stabillp during consWc4n ftthe resporlsobildy of the arectar.Addiffonat permanent bradnp ofihe oweraltslmciurets the iasponWifty otthebuildrn9 deslgaer.For,genDrat guldancs regardatt Tapnca96a,4uerity.00ntro4,storage.do.0"y,eretVon and brarft,,c4rtaq(tBCSI t-0 frbmthe.WoodTruis,CoupplolAmedgd and Truss Plate insblute Recomrisb0alic available from WfCA„6300fntorpdsc LN,Madison,W16371g J�SupppAVNitekSupptlemplatestufp.tile 03/07/2016 1.2.9.1 UNIVERSAL FOREST PRODUCTS; INC. Jok this Customer MFG 7b8ti3 HTN5858�5fiMR 212 The professional erigineering seal Indicates that a licensed professtonal has revlewed the desfgn under the standards referenced within this document:not r[acessarily the cprrentstAte bulidlag code.The etmIrtsering seat Is tfotan approval to use a design in o specirloVate,The final determinallon on whether a truss designls acceptable under the locally adapted butidtng Code restw8h the buifdhig official of designated appolnt6e. i�{1t�llltltllJ�j� - \ ► t�i If ar�i.r�rrr� y, i,', � � jQ�•, , •, , , 216 ,� "y'h�, ,��''' rN• ,xA Q -' Jir All ;e C j�flYj +1A „v��>, ss��rrr�rf�rY•r� Ai,O P Coto* Mal Sft Piro cs ��n��ssloHa •°�;� KM MAIN YL Corporate Et� neering 2801 Easy:Be11th10,NE Gi-and Rapids,LW 49525-9736(61&)364-�16 L ka-x,(616)365-0060 03/07/2016 lxfpi'coin 1.2.9.2 Jab Truss 1T(uSSTi17W Cy 111f SMP 212 80181 IHMW410 HINGE MONO 1 1 41-Flat Raised Roof-29-2&-50175 Unrversatfafest P acts ino Grand Rapids,M149525,Mete Pape 7810 oJen 20 2016 Wrakbld'ustdes,ina.Man StIp2815.•32.•082015 Page 1 oft Co jV1jht q 201&Uriiversat FoNest PNot�ucts,Inc All Rights Re e-rt, REACTIONS. SMH18E3 = Max Horz4=181(LC14).74MLO9) 2 MaXLprd15�562(LC 9J,7�287(LC 8} MaxGrav5--868(LC 14),7=1082(LC 14) 7.410F12 15 �ai� can' tUever' 0.3-4 Opt. 1 AII.CanIllaygrDetails Cut-off MTHi8D 0 3.0 Opt 1 CuHaH _ 1x3 II gN 8x8 9 W1 W 11 10 Mex HorzB 398(LC 9),4=-181(LC 14) •4 Max UPOW--248"9 5�02(LC 9) 131 " '" 0 g Max Grav8=9IS(LC115=815(LC 14) � 8 5 4x88 11 3.6x5 4 1x4 11 8x10 MT18 it 2-2.0 i 6.5.12 r 6.0.0 0.4.8 139.4 Pinta Offsets 1 a2-0 O 1- 12.0-04.0-1-01. fio-0 s a t-5 :a2 4 :G48 2.8 SPACINGr2*4 SPAC04G.,,1-40SpAC1NG•:1." CSL D9FL. In poa} Uden L/d PLATES GRIP LOADING(psQ LOADING 0" LOADING(psp Plate drip DOL 1.15 TC, OAS Vert(LL) .008 8 n909 240 PAT20 1971144 TCLL 38.5 TCLL 57.8 TOLL 77,0 LumberOOL 1.15 BC 0,21 Ved(CT) -0.11 8 >999 180 MT10 1161127 (GroundSoWS0.o) (GroundSiwq-75,o) (GroundSnmir=100,0) RepStmsalow YES we 0.40 Horz(CT) 0.00 5 alar We _MTf8HS 1071144 TCDL 100 TCOL Itao TCDL 20.0 bode i8C2012118=f51 paabbc} Welgtit 11216 BCLL 00• BCLL 00• BCLL 0.0• TP12014 FT-0% SCOL 10.0 SCOL 15.0 SCOL 200 LUMBER- BRACING. TOP CHORD 2x8 SP DSS'Excep14 TOP CHORD Strucuralwood sheathing(Oractly applied ar"4 oe pudms,except end yankals-(P) T2:2x4 SPF No.2 BOT CHORD Rigid caft dire*appfi@d or 644 or bracing, BOTCHORD 24 SP Nat WEBS 1 ROW otmidpt 59,240 WEBS 24 SPF Stud•Except' W3.24 SPFNo.2,W&24 SPF No,2,W8:'2t4 SPFS1ud,W1:WOW No.2 REACTIONS. phdize) $=WIP-38(mirL 8),5=694/0.3.8(niln,0.14),4=O/Mechardcat Max Horz8=398(LC0),4=-181(LC 14) Max Upp18=-248(1.0Ob-S-602(LQ9) Max OravMIS(LG i4),5=815(LC 14) FORCES. (Bq-MatdmumCompreasionlMexomumTension TOP-CHORD 510✓738(595.85=101131125,f24/293,1-(5--71710,2.15=35st3,23=355/1ot,3-t-2191114 HOT CHORD 8.a 2=7671107,12.13-757-07,i3-14=-7571107,7:14=-7571107,6.7=-4101542,5.6--{t01542 wESS 0.11=40=09,5-11=5011292.2.1(i=-775!626,.7-9=0)GW,8.11--25147 REQUIRED FIELD 401NT CONNECTIONS •Maximum C M*ssbn oby Maximum TelislonA7by Maximum Shear o)1 Maximum Mamerk peon) 3=2891tW2310 W=71"28124410 NOTES. 1)Dado:0,344 length x d•0.12 deep dada;08.0 and 0.9.010 Ion edge front lank a on the bottom face. 2)W1rxtASCE7-10 Vutt 15Rnph(3?ewndgust)Vasd=123mph@24ino_d;TCDL=3.OpshSCOL=3 Ops 8(hnph morono.o.TGDL ,SpsP BCDL=440sty,(Aft 1 Wmph @1121n,6o.,TCDL=&0PSr,,BOOLPeopsf;h=3011:Cat II;E*,Q eitdosed S envelo sable end zone.bnd C•C Extadi*2)zone;eamgaverleR exposed:eadvedkal M etgrosed;C-C for members and forces a MWFRS for reactions shown;Lumber DOL=1,80 plateOp E-signed by Kevin Freeman DOL-1.60 3j TCL! (►SCE 7-Y0 PQ=50,0 psi{ground snow);Ps-38.5 p"sT{r0of srlotiy)Catagtuy IF Exp C PaNaly Exp?Ct=1.) ��tlliunugrry 4jRtioTdesigdsnowloedhasbeaniedueedtea��ountforstop� �d� ry 5)Unbalanced snow toads have been constdeted for tit's design �o``�� .MARy�'a 8}AU platesare MT2Q plates unless;athervulle indicated y FRFt'•y,4�� y Pmvistion mustuamade ET farplate pial emenF .r prevent laferat movement of tdnged membe 9)during fransportation y:ac4r ' 9)Alf adddta_I mambercw,riections shag be prov)ded by olifereforfottes as indicated 10}This Wsshasbeen4wgnedf"iO.Opqsfbottom'chard6vptaadnoneancurrantvdthanyolharTivaloads. 3 4 11)•TI&buss hasbeen des[gned fora We'oad'of 20.0psf on the bottom chordln sit areazvMere a redangle 3-"iall by 2.00 wideya At hetween the bottom chord and anyothermembers, yam'., . 12)Provide mechanical coimepion(by others)of tnrse to bearing plate capable arudihstanding 24B lb uprgt at jdint 8 and 602 ib upiwatioint S. •,moo, �. 14)This Was is deof mos ged In cordanceift the 2015latemational Building Code saction 2308,1 and referenced standar!ANSiIIPi 1. r ggrN u iso N,```a� 15)Take precaution tokgeptheghordsInplana;'anybandingorhsristmgro(tlheWasplatemtfgtberepafradbeforethebuVimgIsputintoService, 10)The geiddny`taged members are on Integral partarthetnlss design,Retain a design Otafesstonal to apecuy real(laid connections and temparary supports, All ftold installed members must be property fastened prior to appytng any loadinglo the Wss This design anticipates the fines set position big e� lea'I*tuaaounbul eymaM dfWl mla $.eatlhdMuylOPd, The professional the inaedng seal tndfccalns that a Geetised professional has revletVed ilia des n under Uh9 standprds ro(efetieedyvtyiin Ilia dowmenl, treuazsssr,F:p.xmone ttvzato(e not nec8ssaniy the Foment state buadlag COL The en9kieerang seat is not 94approv31 to use in a spelt state.The final determination On whetp� 1 01212 0 1 8 a ttugs design 13 acceptable under the lo0anit addpted bUnd'Ag•Coden9etWith,ihe buddatg officlal ordestgniled appointee, ® WARNING -Vexlfy design garaWfers and,RE4b MOMS UnWersal Forest Products,ins 2801 EAST BELTUNE RD,NE Truss shag not becutnrinoddsdWthoulapprovalofthawssdesign engineer. PHONE(618)-36"161FAX(618}WSOb60 GRANDkAPibS,M149525 This Compadenthas o*been ditrtad for the loads noWfenthttdra*M CeniWctioa andiftitg forces have notheen cdntlder`ad.The bueddris fespodst'hfe forlift9mailiodsand System dnign:Builder responsibBas are defined undarTF11.ffilsdasigA Is based only upon parameters 3bom,andis for daitdwWualbunifingcomponenttobeInstanedsadloaded vedk;aa1y.Applicab*ftofdesignparameters Andpiepa tcorporsdadarcatiponent?sresponstTbliltyofbulI tg dosignet-notirussdesigner.Bradogshownta7orlateral support offndNidualunbmembers only.AddNona)terk ratybradofftoinsurostabatydudageonsbucoon Is tharespondlibityaf the emcw Addflional permanent bracing of the overall sWdure Is the msponsb6ty of Ole buadop designer.Forganaral guidance regarding fabdaatian,quagtydonuot,storage,derWsr,emcton and bracing,consult OCS)1.86 from the Wood Ttuss Council of Amarlda and Truss Plale7nsgtute Recommendation Avallabfe from WTCA,6380 Enterprise LN,Madison,N453719J twppotOAAlGtok6uppUomplatesWfplpe 03/07/2016 4.2.6.1 Jab Truss TNna Typp; Gill Py SMP 212 $018.1 HM344410 i HiN,QE MONO 7 1 41,Flat Raised Roof-26 28'-50M Univepai Forost P uctslnar 0=114' ra d Rapids,Mt 40525,litdce Palle 7.610n Jan292a15M,Teklndustrtes,lno.Mon Sep 2815,32:082015 P29e2 df 2 'Copyright2Q15 niversal Fo"rest Pro> ue#s,Itie.Al1 iIghts;Reserved, ; d7)This(tussisde9fgnadin ordaneewilhIhe(201?,IBCS8o23t18.d804MYOMteedstadda4ANiffrPJt 1a]BasedonHMS4410d 11011BG20421Z015 T(td pao►e5slonal eiMlooddnd.sEal lndtoales ihata Gceitaod'WdssWdal has fdvfev{ed the d n under thb standards refdtda*,V.Alhtn Bdri dobum sift nolnecassargythe eurreilt'stata&7dulQ io&Ttis'e4lhdeft seal(s Addnappnptial to us r!, elat8.Thaiinat dgteatiLtaltort on whdUiet a truss*design la accaptable under 9is locathradopted budding code reslyAQrtha buTdatg dttiidal or e"signdted appbtntea. ■ WARNING •Verlf"'design aramett:rs aha}READ NOTES [1nlversal FdpW Produets,bf¢. 2801 EAST BELUINE RD,NE Tfdasshagpotbetutarmad-A(ekify,pArovataflhearamigd2ngma PAONE(&1&�W-(IIISQAX(916)38S0 1 'GRANISRAPIDS,M(48525' TfliieeniPonenlhaisanybeandesl�nedferihetoiidarfotedonifiisdrautnp.Gon3bucgdn�gdf11@ig'fdrcashaYetiotbe'eneogsidared.Thefw�deNi7eapsns�ie• fargftutQtBalhodsandtystdtndesfpn 8ulderrasponOlWavrodeftnedunderTP(i.Thts•deslttills'baggdonly yponparametarsahomrandisfor .an Intln+tdualtau'td'mQ camlfnnent tabetnstaged end baled'va�aBla App�cabififya[d'asyaparemelirsand pinpe�tnc6r}ioraWn of wmpanentis rospaniiM'G1y of bu9dnit de3lpnei=OotttyasdeStgnef BraHnght{owlllp`fyrlakeRtsOpp dpjfncr*uafu+atirriejnbeKgdy,AddWopa((brtq�ardrytiragTng(o1nsurAslpb�tydudn�iensWeBon fa[heraspanabtlity of the arodor.Addiopaipemwnent bradng of the over44tmctuw Porgenerelpuidanea regarding •fdbii�i9on,quaGq�,con1ia148tyraQe,flak'very,erodlo8 and bra8n9,ennsuh�C.;l 108 trcm bre Wood Tiuss Cann&1 etAmeriea aiM7Na"s PW'te ine6lulp Qeeoinmenitagan aYaiWbtb froth Wf,GA;6a09,Enterydss lN,Mpdison,Vf1153749 J:l+vpparMGlalcSupplWmptates(ufp,lpo 03/07/2016 4.2.8.2 UNIVERSAL FOREST PRODUCTS;.INC. Job TMs• 78MP� jAFe80,1811*344410. ¢f2 The prafessidnal engineeddg,seat Indicaloslhat s.iicensod prof6mlo gal has reviewed the destgn underthe standards referenced within thisdocument,not necessarily the current stale building code.The engtheed4g seal Is nol an appnival la u'se a design in a tpeciflc:slat&The gnal'rletetmiddtloa oa tiN 6ftf a cuss ded1go is acceptable under the locally Adopted building code restwitfr the building offlclel or deslgnated,appolntee. ����tatt>;rrillblr - �.*� M edNiru y `` `Fye 11FF�! fl�� ' t+'���.%1 "?yV'• 7 lfry `''92 0�' KEVIN �lU. ��, � % ts , '• •� ' Y p� - ONALfu AV �r�rrtflux%%c�u�* �Kirirrr�P,' �p F New,, i`lot o>♦`1VVEq�T �Q'C glROyy 0 44 BESISTES,EO U OF $SI0NAL XIMN Q MAN. w Fp 017833 � 2 i}`, A9�FESSI��A�� 6/D/101b Corpgrgte.Engineering 2801 East Beltline,-NE Grand RaP_ ills,NII 0525-9736-(616)3647051 Fax(616)365-0060 03/07/2016 uti,cotn 4.2.8.3 "s job Tmar, TtussType, Qty PHSMP 212 78322 IHMM403 HINGE MOND 1 1 Flat-221-35150 (IetversalF9res)PV4,241 u44W.,Grand Rap$d5;17q,49525,",Patten 7.610e'Jan2920%AffekIndustries,lne,VifedMay2714:00:092616 Copyright 4 2Q15 Universal Fore_st Produels,fiic.All RlgM&Reseryed '&1042 04 2-2.4 83.12 t 8 7 T3 12 S6 Iiia£ bh-i0�2I Wall aver � - r 4 Rt:Adt*N$ -•1" Maxliott 8-78(LG la) 1s - Max x1pift9=420(LC`sY,12=:0,0*01) ° � 0-1-0x+ MaxGra�'8=ssa(C�73)ri2=G4e(L01a), '1-34 0g, 5.00 iz S3 $ ciE2ottt 11 yMH1eA, � d+ I.jd ag ' H x 3z4 i 73 d NI _ _ 10 9 B, �� 2.6xs II 2.6x4= US 04= 3x8 (( 0d�12 2.2-4 � ea:ir 0,tr9 LQA ' PtatdCXisd + t:a2-00.2 8.0.1.80+1-$ 4;03S0b9 S:Od-0003 B:Q•000-1-0 g:0-1-1T 4.2.12 10:0.1.74 14 12.0.3.3 SPADINq: 1) SPADING(pil) SPADIM01 01)I CSL DEFL. In (t9c) ifdefl Ud PLws d►tIF TCLL.' G(pdq TCLL i4(psg COAoill4lps() ; - ft Gdp,0,01- 1.fS To 0:48 Vdrt(LL)—0 L- 10 ?926; 240 M72D', --0Yxid4 --— Tdll x8,9 TCLL 4164 TOLL :53,9, iherDQl 1.iS BC 0,86 Ved(M •0,27 9-10 x'498; t40 AdIMS� 1971144 (Gmunotnovr4s,) {GroundSnow 526) (GrowMBncrr7.0'69 y� bertIO nor KES SO :0,57 Hm Tp 0.02 9 da, nla TCDt 10x4 TCDL- 15.0 TCDi •0 Code iBC2012fIBC20151 (Meltix)' We1gbL 49 Pt bCLL 0.0• sC(L 0.0• (3cLL 0.0 TP12014 FT 1 0% BCDL 100 BCDL t6.0 BCDL a0.d LUMBE •.& BRACING• TOMMD 2ASPMr..2'gxcept! ,rts;- TOPCHbRD Stnuturdlvloodsheathingdisc(ysPpgoor544ocpurTir3 "8iccopReiQ4e"Is.(P) T2:294 SPF2f00F,,8E BOT CHORD P1rd caWng tiredly epoie,,or441.3 ocbraan9, BOT CHORD M SPF N0.2 WEBS 1'AOw atmTdpt 4•B PA, t�1� WEBS 2x3 SPF'SIwf' *V' REA011ONS. (tb AZO). 6--6181'03 (mTn,018j,8=01Merfianlcei"f=5s3tD3 8(Mh,0.4.8) Ma>Z,tiwze=35(1043),#ai3(LC9) r�cuPSntfi-144(Lc9),,=az2 c9); 4; (- s (:llAN f♦lax�rays=594(Lt3 t3�;1=s78(LC13) C,1VIL FORCES. ON-matdmum Camp(e94ton7hts*t=Tensbn TOP'CHORD t 2=981f8592 3= 4x1103, 1=1f)<J71640,4 5=36t1f47i 614=S64J,1Y_6,4 X117,6d==13S174 7 8 82J?8•'9.i3=X501405 a1 t eOTCHOFtD tt,�=-91hf7d4;12:i5?Stiet/A4,N-1 JiP1744,1tt,t=819?A4,J-10=•9241996 SIiIE$S 4•tQ=0/27a:4$=789x12-4x6-13=.386145Rr212=0112b;3-1 - RE4UIRED VIEW JOINT dONNECTIQNS -Ms*rnum COinprassion lib)/Mmdnwio Tension(8r)lMiemum shear(bu Mafttim Momenttb4n) "•�"��fG))v l t' 7=94I761S2i0.t�3(i8j4541f9510 NOTES• 1)Dadore3-114 1sng)hx0a}.12 deep dado,0-10.81olaft edge II(Nm Iolnt f�6Ilia bottom face. 2)Oadxo4-14 length x0-g424eep dado,D4,8 to(eft edge TCS 1ok1t t on the bottom face. 3),Wnmd.A5CE 7=10;-Vt(11=5gmph t3secbrtd gg4QAf*;=U340 @241ra.ac,;TCDL=,2:1psf•BCDL=a OpsT,(AIL 18Qinph 01610 a�;.T.CDL APsf; BCDL-4�pi%(AIL)60mplygl n,x4 TCDL 4.2pdt,BCDL=B,opsfp h=�Dtt;Cel,lh Eip G;egclased MWFRS(envetope�gabfa end fano and C C E-sigped'by Xm In FreemAn Ex(edor(2)zone'eanWeverPettexposed:C>ytprmembersaW'fdreea MWFRSforreacgonsshoym'LumberD01:=1.80 plate pdpDOL=1.6R 4)TC k ASCE?-101 P=16.ap$f4orf?�sfl6w)rps=26;9,psf(roof anow);Categonth,Expo t=aitiay Fad.;Ct=T.f s.►itltUQ►r1rr,,�. 5)R6a1deSlgnsljotiYlnad ties tieenradpcedloaeeamuorsjope. 6) 'a, anoivb ,BnCeQadsfund.baen,considefedf6r(hisdesign, C•� �+:+''," �.��:��i�. 7)AfPlOtesarAtAT2RPlat"unte34o15Riwiselnclfcelad: cr4t(.;ty� ,. <' _+,%�:V. . lt)'See HINGE PLATE DETAILS iprplate placement. a�1�K ��Q 9)Provisions rnust6einade iaprdvenHateralmiyvemenlof higgedmember(s)durUtg trap"sporfatblt 10),Aladditional member cormectlons shall be provided by othersforforces as Lldkatsd, _ '�;• 11)This truss has been Adsigried tote 10.0 psthottom O wdRY6 Wdnonconturrent imIli any other live loads. 12)'Thls Wse has haen designeQtora ve bad 'P, 13) bo$orn dwrd in aurdaishore,a redandfa, "•8.0 ton by-2-M iddo�T M bstvroen the bottom S, ch9rd and orty-olhermemberk r� •rtr�. 13)Pro)idestledranfcil yarmeclibn(byofho(s)gfbu9s:iobealigplatepapableofy4thslandsrg444bupMatjoint Sand 322bupMAIJp4lit. '••.°� ` •14)Tfdstiu3stddes)2rfed'kf`aeeoidancevtiUt!(ia2016(nteriialYonalBudd"urgCoddsectier(2308;,andrefeieficedslantlaMANS1RP(i. ;� is)Take prerautlon to Keep Uig ctlor6ln ppna,angliertdjnd or twisting of thrs tilhie p)atamust;be repaked batorwgie bt�'utgls put tnfd service. rgin W 16)The Uld4na6W membefa aid,sn Infegral pdit of the Bust dosfgn,Rgtain 9 doslgn profasslorial'IQ speedy"field eonnectlons and temporerysuppoda. Prb►wmsi' tlp�yy 6tMr+�f All fieldtnstalleedmembers mutifWpmpeolistened priortaapAingdoloidipgWho Uoi.?tilsdeslgnarig*alesitwfinal set posillwL pew stsvav+ad. 17)ThleWUTsdesignailnl=ldaneevyWlhe20121BCSec2M.1and referea4datandardANSIrrPif «ntxauoauctsfrrn of Mast,n. The ptotoUlodalengineering seal k4ftalesthat aycense8pmfos'slon4l"hasrevle dlhegas lgnuaderthestandardsrefererxgdvdfhi WsdacumbnF hot netds"sdnly N'curronl slate buildin¢Ltida.Thaefi0kteeririg 69a11s n4f an apptoirol to use tnaspet staid.The{(t'naldetbmi6tatiglt:bnwhother 6/2912015 e'bussdes%n Is accepfablo under the bc*.'adopted bl iidsrg rode restiMtlf Ric bfaldmg pfgc7al01 dgsigoaledrappofii"ee. AWARNING -I�ef fy#009,7parameters and RE,4 CJ 1VOxES UnlversalFofest"Products,roe. 2801 EAST BELTLINE RD,NE jrdss.sha0not bet�lormodfiedtMihotilapprovalofthe truss'deslgnnpoo1r. PNONE(G,5)3698161 Fr3X,(618)385-0060 GRANURAPIE}SxM14952� This desl46ad'(oriWiloadsndled'dnifs droyAj ConsWe6onand 6fOng'foreeshSvenothaenoomlden:4.ThtiWildatisresp9n-sgo for lfdngmethods and systamdeslen.Builderrssponsib2lesarsdefinedunderTPll,This•design(s'basedonly upon paramsters.ahovm;andtrfor sn.lnd`nidua15Ul1Aeig tomponenfto hA I+islallgd andioadadvcf6ea(y.AppfieabiLty o7 dsstjn paramatete gird propertnwrpoistionolLari�onent it respansbiLty of5u3d'u�ej designer-natuua deslgrRr,B[aomg sfloitin is forl5terafluppotl.bf fndrvidualyleh metrJters pn�rc"�ddnienel(ampopgrybrepng to rssure 5ta6iTtgdWing Fanstncdiori; k iha roiponswil><y of fhe eredor:'Addlknat penitsnEnl bixc+rtg of uie everag ytruGure is the resporisib�tyol tb6liudding'deiiyneq FarOeneral guidance regardelp talydWtaO,quatitrcontral,dtorage,darntary,erectanpndbratbrg,oona9k BCS!t-0tgfrom the Wood Tfuss CaUnel crAmerica and7tus*Plata(nsblute Recammef d;don availabla from WTCA,6300Entefpdse Ltl,,Madisoa,WI6371lt J;tsuppat111GtekSuppl(empfalestufpfpa 03/07/2016 1.1.13.1 MVERSAL FORM PRODUCTS,INC, rob Truss Wslgmer - WO 78322 IHMW9r4O3 SMP Z42 the OTOessionslanginegring seal Indleates that t tensed professlonai has reylowad.the design under the standards referencod wit4th tics docualent,not necessarily the'currentstato hullding tbO;The ongiddering seat isnot an,appidval to use a dtT§n•ln a specltia state.The final dole rmiriatlon on whether a truss design Is'acceptabie under the todally adopted bulldlnp coda restwith the building officiator do Ilinated appointee. ��.�■•cFS'j! tp! i�,)�V, ' (>°• � jP°�/.�( ` ti's, -err^ .. ��N+• ',_- �,.= .'•'��^j{t 't•... __� =_• �•' ,•.P j `• - -�• ;, `�- t ` rk t'�• &i •.��Y�,R�'. 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S 4 ",ii�• ,Y��, 2 IYI� X �. etz °z '3 � E _ ;,�`i�'$ 1.�1'���vl`�}1 �, 4 wf „�,�`s� y'��•„ Ear p `�a,= �.��.� ����",- _ f• �X •t tQU�+�'�.,b,<,� `�,`'': 'Y tai^ !,S e•_ n° ���,�et( AA, ' Altr��.��t:��C►i����r ` Corponte E0941eer'utg 22801 1,3a$t$elf if ,10 Orat d Rapid$,MI 49525-97'313(61',6)364-616,1 Fax(616)365-0060 T;T��i.cgSn 03/07/2016 1.1.13.2 r Job Truss TrustType JOW ply SMP 212 79,242 0:13000$ i-ftNGED COMMON 1' 1 47• SINGLE'BOX 147-60190 Jeti e/e roe'a a UnivetW Forq%Products inw,•Grand Rapids,Nil 49525,Peggy Beckett 7:810 a Jen 292ai5 M7ek IndusMes,Inw MorrAug 030$,43.36`2015 Pagp 1 of 2 Copyr)W020`15 Universal Forw PXodo0i,lne.AI ghts Reserve 7-04 4 6 to-0 41300e9?IBC2003;2005,�009 �� uo(i2 7¢ ��3 stWtaA 5 1•$rd li 8 Y aTv� 1 .Z -r yaJ �•` t r 1 t4 81 rtt �� 2iS 11 �'Saepage2fdraaitQeverdetads•, axe it O.1-112 2-4.4 0.105 1 6 7 1 19-10.12 Plate Offsets (110-4-2,04-3 111"40041, SOY-0o-0-0 .s:a2-120-0-72 :0-1144Ea a 8:0-440*49:0342443-4 0ACING::3.0-0 SPACING,•r1-4-0 'SPA¢ING•;-1-b-0 SPACING- 1404 Of, Dept- In (lob) JIM Ud PLATES GRIP LOADING,11160 L'oADING{psf) LOADINGSPsfJ lateGtippOE 1,15 T6. 089 Yert(CLj 035 .8=8 >458 240 MT,20 197/244 fCLt 462 TCLL 09,9 TCt4 82>4, drhWD6L 1.15 'BC A.81 Velt(GT) -0.512 AZO >273 180- MT18HS 93711444, (GroundSn&A-&0j ',(GroundSnow--90,0) (GroundSnovr-i20A} RebStlessln YES 1NB x.21 11wz(CT) 4AO I nla 'Na 7C0t 7.0 TCOL ;(0,5 TCOL 14.0. a .1B C.2012/2a15tfP120t4 (M@that) VI(efght 61 Ib BCLL 0 SCLL flA ' SCLL 0:0 FT=201A BCOC 'i0,0 addi. 95,6 •aCOL 20 LUMBER• BRACI(1G- TOP CH6RD'2x4SPFNo.2'ExcepL• TOP WORa Sfructdralw0dsfieathing.drecllysppriedor8"odpuriths' (P( r3:M.4P,17 J$Wt5E BOtCHORO RtgfdceifhgdireeWappgedbr$-7-0oobradng. BOTCHORD 2 S':SP No 1 wags WSPF SIvd REACTIONS.(Iblisiz8) 7=851103 '{roto;'0.1.8),.1=850103-S(min.04-6) Max Horz,7-230(L0 7}' •Mas4Uptat7--39j(LC FO,RCE8,{ib)-MaanrnumCompras§jortlMaadmumTegsTori TOPCHORO 410=47dr314.51�OQ11311,5 8=628(3A8,8 7=-440/iAa,t-z-=9912175;2 3 847/329.91i-52ofaSG,t-11=d72>333 60TCHOitb 112=1ad1d09,12-1149,1909,9-13= 44(409,8AYidd/409.&45=144(406,14 i5=14414iqA 7-i4=-14df4tlg WE8 2-0---494Wq 4e=559/493 REQUIRED FIELD JOIATCONNKOVON9 -Maidmum`Gtimpresstoti(Iti)iM�dmuintensfonQti}1.A4aktmumShear3fhjlhCexhnurnt4oltlent(Ib�n) 4=3641334127210 (toiEs• t1s-is} 1)Dado 03341engthx40-12deep dado 6-6 totigbtddgegor0)otnt1•ontliebottom'tace. 2}D,adq:0.3-14 ketig91x0-0-i2.dee}idado,iDd-B toleftedge trom)Olgt7_on th9batk?l1t fate- S) i1S7-tO;VutY-15bm txm 1(3-sed gdst'Vasd=i23mph @241ti o 4,TCDL=1,4psf,9CDL'2ppsh,(AIL 98ompfi iMI6 n o a;TCDD 101. 13Cr)L=3.01is0i(Alt,,,j891rtph 1$1210 0.e.:TCOL=I.Bpsf,8CDL=4;00s1);h=3QN oat.ll;.Exp'Q•.anaosed;trtWFFRS(envelope)gable and zone and C-C Exte )zate;eantlliviir left arsd;rightexpcsed;C-p,(grmamber3,ohdforces&'Rti MMo/neadtibnsbhawii,Lvmber'DOL=1,Baplategdp DOL 1:33 4)TCLf,,ASCE.710•Pg=60.0 psf(grolmd§now);Ps--4s.2 psf(roof snow`);Category"il;Exp C;Pally Exp.;Ct=1.t 65lgned by Kovin prebrdan 5)R9ardbsigli sitcwloatffia9 beenseduced to acco_unkfor slope; 9)UnHalencedsnowldads stave Wit cais(deted?orlhisdesign, Ott;ysndur++/ri �Allplatesaref4T20.pla(es.unless'othetwlsefe4ated '9j lei(HINGE PLATE P.rovlslgns rmrulbe trade to preys�alperal movemegLof hita9ed mamtier(s)durJngkansportatian. ,``,qQ�J$�w.x�FFjj,'���+.y 10)All additional moMbercormoctions shall be provlde4by others-forforcesas Indicated, 1i}Thls truss hass bden designed'tvra 10:0 psrbot[om Chad[n slosd rlaicor)wrretttwilh any otherlive loads. 1ii*strusshasbeendesignedforafiveloadnf20.Opsf6thelibttorlYChordWigarposWhereareclengla3.64fallby2-"WdewAfitbehiveenlhauttorr '° f aloid'andinyothgatembers. tt 43)Provrda mothankaf capneddirt(by clhbrs)bf truss to bearing ptate.copable of wdfisfanding'397lb.upldt at J91nl7 a0d 307 lb diff at Jo1nf 1. � ;•mkt 14)This truss Is des ned id accordance'Wththe 20181nti3millonaf B'uading,Code section 2305.1 and w(bronced standard AUSCr7Pl I. .t.•o, 15)lift IA44 ra designed fAaxiordance%idh the 2012186$ec 2300`,1 and referenced standard AN6VfP11 78)T4ttiaprecautiaitbkeeplhbchords lnpla`ne;aryb6rgUrig brNOittngaItheIthdeplaIa-mhittis, irepedWtofatha,butlalrtgI pdInIgpbryrc0., it 111At 11P' 17)Tbefie(dinsWledmembersarsanfntegratpaartofthe truss daslgn.Retain'a desigrMofesslonaitospecify lina{tiefdtannebllana-and(emporarysupports. ++npgti►tt11t� ApffeldTnstallddmembersmustbaprppadyiaslened pri-- to appVri§sotdadmg16the1tU55.Thf5de5lgnantt 01esthefing]setpositIoh t a.ca c�rrceuxtru•cai ai+ is)Based on t7130Q05,Updaied code ,thej r`e s°�0d�°Cepa `ard;°un:J • ar;reerwd,=vvntneao�at#s;a+a d.M�+Y�+�. ticertt,rtrr$SS3t,E,DrBtbn Dete1a2ivtolB The professlonal engtneedng'seaUndteates that alkenseoprofasslonai hasraviewed,the'deslgn underlhe slandoMsreferedcedwitNo this dticumegt >316/2Qib' .not neeassadfy the arlehCstate-uHlditig codeiThe dogTheedrip 4eatWitot m approval to use lrraspaeifiastate.Ttiafina[determrnatior onv,4te0ter a tlus.5 design is aeeepCable,underihe)ocailyadopieil bWltlingcode rasttkilh.tha buq'din?�official ordesfgnated2ppoitltee, A WARNING -Vdrify design Abramefers,and READ NOTES PFJONE,Universal, as1s1 FA �si•6)-0BS-008D 2 GRAND RAPiDS,MI4 5�5E TruessH rid beWt'ormodlRedxIWIapproval oftheWas.dastgnariginee( TMscompoeerithasonly beendesignedlarthetbadmootadon0s0awirtg.Canstnl6onandQitingforcgshavena(heenconskWed.ThabwydirbraiponsM fartiNrigmBfttpdsandsysiemdeslgq.Bvdderte$ponsbties'sfedpRnedvndgrTPt1 Ttdsdestgaibasedonlyupgnparatite}er6sttayNs,andisicjr an indtv)dua)`huMngcomponent to be installed and loaded 4ertkaO.App"Ttyot designparamelemand pmpw igcctpdrati0n of ccmponerii 1s responsb fty o(buldnq desgner-not Wssdesigner.8raangshow Isforlatera]46pportoffndiv(dualavebrtterobersonly,AdddignaftemporerybraagtoCnsbreetibiiityduiingtwnstNbdon lstherdspon3b Gtydflhe ereUor,AddtionalPermai[e0tbta6ngafthBaVs{ahAttutture isiryerssdorub�tyof trya¢u7dbtgdesigner.For general gutdaraee regarding iabricaupmgoalitycontrol,storage,delivery,ereclonandbractaq., nsultBCSl1-63from,thaWAWTrass"CounclofAmerieaandTrussPtate'lpsttuteRecominendatioaavalable fromt7f%1CA,63x01r1terpifselN,Madison VN53719 JWrppotiWUrak3uppuempbli Wfp.tpe 03/07/2016 2.2.12.1 Job Truss Truss ype Qty Ply ISMP, 212 78242 D130008 HINGED COMMON 1 1 47-SINGLE,80X=W'-.60194 Jo a er@nta e G a UniygtpIFvrest Products ink.,Grand Raplds,MI4W25:Peggy Beckett 7 810 a Jan 28 201b MTi etc InQusRyis,loo Mon Aug 03A9`.43 39 2015 Pago$oT 2 ALT.CANTILEVER DETAIL left 31do onlyr ALI,cAN-rILEVEA 13UAILIrIght side onf - f ti rr 9 eto3.2-0CanElever ) , 0to14.0Candeyer 9 AEA6TiONS. Wrel(0148: ,M4x'Horzs=:930(LC 7) Mme.Horz7.230(tc7) MaxiJpflM=,2W(Ld-%,_,ka(Lc tb) Max Upt fn=9a4(LC 101 9=531(LC 9) Mex Qray i=822(LC 13),9.1oRLC 1) MaxGrav7=832(LC 141;5=1D75(LO.1) ALT.CANTILEVER DETAIL ofh sfdas z 111 wa H 3"d o 34.0 R7=ACTIONS. ' hlazfjor=9=29OGLC 8J htax)IpGflg--d23(LG 107 10=--416(LC 9) Ma Gratr9-e82(LC 1-4),10,E57(LG 13) i the professiona(erK"Ieeringseai indicates theta Itcensedprotesslonal has reviewed the design under The standards referenced within Ihfs,decVmn nofnecessadly Iha*trrent stale buildng rade.The engineedngseallsbot anapprovel t96sairraspedfic state.The final determination oriwheow g tm#¢eslgn is adceptabfe under ihe{ocelly adopted building,code rest with Ike building WWI ordgsignaledappoinleb. A WARNING -Verifydes(gn paromgters arfd READ NOTES Universal FpresfOmducts,•Ino; 28611VASTaELTLIN8RD,NEE Tmssshdnotbecut-orModAedvAlhoutapproValoftkaWssdastgnongarger. PHONE(61a}3$4We1FAY,(618):98-MIX1D GRANDWIDS,MI49525 ThUtompdnenthasbaVbeen designedWthefoadsnotedon&sdr&kng.4tb6shuawnand Fiting7oa4gavenotbeenransidered.Thebuelderlsrespo We, rortit6gmethodsencisystemdeslgm BulderresponsthTtiesarwdebedunder TPI�7111sdesignIsbased onlguponparametersshowtt,andIsfor, anlndnr`�dua(bu3dugeom. nsni6heinstalledand badedvedt*.Apprcabfflyc designromponent(s�4sponsitu*ofbudding designer-nottNdsdesldddr.eradng#mMfs tor(aleral suppottolln&Wval web 6erpbeti dnly Addd,onaltempblaryliracatg to insure slaht6ty du ft construction is the responsibSty of the areator.A"onal permarlenl bradng,of the overat)stAtetdrels the responsibWof the brlsding designee.For general gulgtuKe redgv*§ rabdcAon;qua6tyanr o1Tstorage,degeery,meedonand bracfnq,_consoft 86SI1-60fromthaWood7russcourtoTrjmmedcaand Truss Plato Institute Reeootmandationavaiable 166MCA.6306En"letprisaLN,Madtsop,Vi7WIt d:�uppbitUie'kScippttempfais4rtp.tpb 03/07/2016 2.2.12.2 f Electrical Load Calculation: MUNCY HOMES, INC. Ref. NEC 2005/2008/2014,Article 220 Chapter 4, Optional Feeder and Service Load Calculations ,•Ae 1719 0 fffil! Modular Only Date: Q2t23/18' Performed ByAohr:l4oehler Mfg: Muncy Homes Inc Model: :)db`#'32551 Ttirri Key/Parma;_ `r T Air Conditioning 0 Central Electric Space Heating (w>;;0' X.65) 0 Less Than Four Separately Controlled Electric Space Heating Units ,;0. ' = x.65) * 0 Four or More Separately Controlled Electric Space Heating Units ( 0 x.40) * 0 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 ( A858Ysf* x 3)x _ 5574 15 14-2 120 Small Appliances ( 3 x 1500 ) 4500 20 12-2 120 Range i 40 8-3 240 Dishwasher 15 14-2 120 Garbage Disposal 0 0 .. ._..�: Microwave ,F.: 0` .Y: 0 0 Washer 4,500, 20 12-2 120 Dryer2=5600:: UA 30 10-3 240 Furnace :?tta., 0 0 Water Heater(shipped loose) 25 10-2 240 Whirlpool ;:ria.,,;`. '; 20 12-2 120 Subtotal: 30674 *Total square footage per floor First 10 KW of other loads @ 100% = 10,000 watts CF NE - 13ILt„I,r � 0. Remainder of other loads @ 40% ( 20674 x.40) - 8,270 watts 4 Heat Above: _ z..b;.�-;watts s w Total Calculated Load: 18,270 watts + ,o 06629 Required Service Size: 18270 =240 = 76.1 Amps 0 Installed Panel Size = 200 Amps 03/12/18 Warning:It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Window Schedule MUNCY HOMES, INC. Andersen Silver Line Series (Single Hung) Ident. No. U Val Light Vent Type Max Fir Egress Material SHGC Area SF Or SF 2265 0.29 7.27 3.19 SH 90.87 -- Vinyl 0.25 3037 0.29 5.33 2.43 SH 60.75 -- Vinyl 0.25 3049 0.29 7.37 3.44 SH 86 -- Vinyl 0.25 3565 0.29 12.19 5.81 SH 145.25 5.8 Vinyl 0.25 3859 0.29 12.05 5.71 SH 142.75 5.7 Vinyl 0.25 4665 1 0.29 17.31 7.84 SH 1 216.38 1 7.8 Vinyl 0.25 AW3212 0.28 1 1 1.3 Awning 12.5 -- Vinyl 0.32 Door Schedule Ident. No. Size U Val S.F. Material Finish Type Glazing 30 30"x80" 0.20 -- Steel PTD Blank 32FD 32"x80" 0.20 -- Steel PTD Blank Class"C" (1 Hour) 36 36"x80" 0.27 0.67 Steel PTD 12 Lite 72VINYL 72"x80" 0.28 31.90 Vinyl I Vinyl ISliding Glass(Silver Line) rc 9 t, 0662s� <ti 03/12/18 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. IRC Braced Wall Program - Applicability Check - "Wind Design" ?� ` Prvgraitt QF(t©used ydirid aped its vui#liir�prescriptive.2015 Ultimate Wind Speed: 1,36, (RCO. Model Specific Information: Sales Division: 'Piemier:BLildel=s: No.of Stories: T.. [; Designer: ` John'"Koehler,.; Townhouse?: Database No: ,. 3255"(;00 Wind Exposure: Date: 2/19I2018" Seismic Zone: By Footnotes for Braced Wall "Wind" Analysis Pages: 1) Braced Walls to be located in accordance with section R602.10 and a minimum of 20 ft from edge to edge of BWP (R602.10.2.2). 2) If Continuous Sheathing(CS-WSP) per R602.10.4.2 is used, Braced Wall Panels(BWP's)shall be required at each end of the Braced Wall Line, or 10'-0"away max with an 800 Ib hold-down at the BWP closest to the end of Braced Wall Line. Minimum BWP width dimensions shown in table have been interpolated from Table R602.10.5. 3) Required length of Braced Wall required interpolated from Table R602.10.3(1). Braced Wall total installed shall not be less than 4'in any one Braced Wall Line. 4) Andersen or MW Equivalents:,3037=24210, 3465=2852, 3857=3046,4237=34210, 4257=3446, 2257= 1846, CW13=CW13. 5) A"glazed"door represents a Slider, French,or Patio door and uses the worst case(largest) opening for the nominal size given. 6) Method GB (Drywall Cladding), minimum panel lengths are 96"when drywall one side only, and 48"when drywall both sides(Table R602.10.5). 7) Framing Below: For Seismic Zones A, B, &C,fasten the bottom plate of Interior Braced Wall to joists or blocking below with(5) 0.131"x 3-1/4"nails @ 16"o.c. Blocking shall be fastened to each joist w/(3) 0.131"x 3-1/4"nails each side(Figure R602.10.8(2)). 8) Framing Above: For Seismic Zones A, B, &C,fasten the top plate of Interior Braced Walls to the truss or blocking above with(5)0.131"x 3-1/4"nails @ 16"o.c. Blocking shall be fastened to each truss bottom chord w/(3) 0.131"x 3-1/4"nails each side or 6"o.c.for continuous blocking per(Figure R602.10.8(2)). Footnotes for Braced Wall Analysis Pages: Alternate Braced Walls 9) For a 9'-0"high wall,Table R602.10.5 allows a 2'-8"wide ABW Method Panel to replace a 4'-0"wide WSP method panel. 4.0/2.67= 1.5= Multiplier used to determine Equivalent WSP BW Length when ABW panel exceeds 2'-8"in length. 10) For an 8'-0"high wall,Table R602.10.5 allows a 2'-4"wide ABW Method panel to replace a 4'-0"wide WSP Method panel. 4.0/2.33= 1.714=Multiplier used to determine Equivalent WSP BW Length when ABW panel exceeds 2'-4"in length. 11) Exterior Sheathing Fastening for ABW Method Panels: 1 st Floor of 2-Story: 8d @ 4"o.c. Edge Fastening 3/8"Min.Wood Structural Panel �,„� 8d @ 12"o.c. Field Fastening Sheathing Both Sides of Wall 3, 1-Stry or 2nd Fir of 2-Stry: 8d @ 6"o.c. Edge Fastening 3/8"Min.Wood Structural Panel � � 'SILL At, 8d @ 12"o.c. Field Fastening Sheathing One Side of Wall 12) ABW Hold-downs Required for an 8'or 9'high wall, Seismic"C"max(Table R602.10.6.1): . One-Story or 2nd Floor of Two-Story: 1800 Ib capacity ,r_ , ; UJ 1 st Floor of Two-Story: 3000 Ib capacity Program Date: Created 3/24/2015 Program Revision Date: 717/2017 08625U �' Warning:It is a violation of the NYS Education Law Article 145 for any person, S unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. 03/12/18 Braced Wall Analysis 2015 International Residential Code Sales Division Database Designer Date No.of Stories Wind Speed Wind Exp. Seismic Premier Builders 32551 000 John Koehler 3/1/2018 1 136 C B Braced Wall Line: A Location:Rear Long Wall Window' R.O. R.O. Quantity Min.CS-WSP Method Width x Height BWP Adj to R.O.2 2257„ 22.5" x 57.5" _ - 1", Floor Level Roof Pitch ';;7` 112 2259;; 22.5" x 5951, 8 fY Wall Height Mean Roof Hgt',.14:23fl 3037,`.., 30.5" x 37.5" a '52 It BW Line Total Length Eave to Ridge Hgt ':8,02#. 3449 34.5° x 49.5" BW Line Spacing Btm.of Mod,to Ave.Grade:, (.33 ff•: .,,_3465 34.5" x 65 5" :24,461'Sum of Openings in BWL i.3565 35.5" x 65.5" " 0:75ft„ Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 3857 ,n' 38.5" x 57.5" = 0 f#..•BWP Value reduction for Method WSP BWP's<4'wide(fable R602.10.5 2) 3$59; 38.5" x 59.5" ',"2 24.00 No.of panels 42"wide of panels 36"wide 4237: 42 5" x 37.5" 25.21:ftSum of Openings&Walls Not Used as BWs in the BWL 4257 42 5" x 57.5" CS--WSP BW Method(cable R602.10.4) - ... CW13 29.5" x 36 5" Z '6:5ft 'Length BW Required(Table R602.10 3(1))3 x Alt Braced Wall and Portal Frame Braced Wall-Length Adiustments 0f Length of CS-PF or PFG Panels in BWL nia JPFMethod - - - x - - .Oft CS-PF or PFG Panel BW Length Adjustment Oft Length of PFH Panels in BWL z.0':I No.of PFH panels in BWL a'+ _ x _Oft. , PFH Panel BW Length Adjustment 'ABW Panel Lengths" Doors 0 ff, "Total Length of ABW Panels in BWL 4:, 0;> 0 32. 34.5" x 82" - 0R `ABW Panel BW Length Adjustment 36: 38.5" x 82" - Ad'ustments: All values extracted or Interpolated from Table R602.10.3(2 _36 sit 52" x 82" „„ 1':20 'Adj.for Exposure 36 512 65.5" x 82" :0.88 Adj.for Eave-to-Ridge-Hgt 3qo..Segmented Wall Adjustment? 5`glazed' 60" x 82" 0.90' Adj.for Wall Height 1,00 Adj.for 800 Ib HD each BWP <S`glazed'. 72.5" x 82" 1.00' Adj.for#of Braced Wall Lines _8'glazed 96" x 1 82" _IJ Number of BWL's Parallel to BWL Being Analyzed 9 Gar.Dr, 108" x 1 82" 1;00 Adj.for Not Fastening Interior Gypsum 46'Gar Dr 192" x 82" nla:Apply Adjustment? Special X,00 Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI x ,8451'.' 2 35.4 :. n1a Horizontal sheathing blacking req'd for CS-WSP Method. AW3212 32 5°,. x 12.5" i' 14.0'* Total BW Required After Adjustments x - „6. 181t: BWAdjReq'd (6.5xl.2x0.88x0.9xlxlxixl)=6.18 x 26.791t I B W Provided (52-25.21) Pass or Fail? Braced Wall Line: B Location:Front Long Wall Window4 R.O. x R.O. Quantity Min.CS-WSP Method Width Height BWP Adj to R.O.2 " 1 Floor Level Roof Pitch 7 112 22.5" x 57.5" ;.>.r. . ` ''•:2259 22.5" x 59.5" 8 ff', Wall Height Mean Roof Hgt'`.14 23•ff. 3037 30.5" x 37.5" r' ,'4 24.0.- ,` 61 ft BW Line Total Length Eave to Ridge Hgt 3449_ 34.5" x 49.5" 27.5`.8 BW Line Spacing Btm.of Mod,to Ave Grade. 3466 34.5" x 65.5" ' ... 26.21 ft Sum of Openings in BWL 3565 35.5" x 65.5" :" 2,5638 it Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) ` 3857 38.5" x 57.5" " rF >,'. O.ft BWP Value reduction for Method WSP BWP's<4'wide(fable R602.10.5.2) $859 38.5" x 59.5" 41. 24.0.? 0 1 No,of panels 42"wide No.of panels 36"wide 4237 42.5" x 37.5" - "' 28.793 ft Sum of Openings&Walls Not Used as BWs in the BWL 4257_,,, 42.5" x 57.5" 08-1NSF? BW Method(Table R602.10.4) CW13 . , 29.5" x 36.5" 6.5ft 'Length BW Required(fable R602.10.3(1))3 _ x _ Alt.Braced Wall and Portal Frame Braced Wall-Length Adjustments _ x _ " ''__ - : ,0 fl:.,,,Length of CS-PF or PFG Panels in BWL ', nfa PF Method x - bit, CS-PF or PFG Panel BW Length Adjustment x - O.ffr:i Length of PFH Panels m BWL No.of PFH panels in BWL x _ _ � -'0 ft, PFH Panel BW Length Adjustment Doors O ft',_Total Length of ABW Panels in BWL „• 0.,• ". y;;,,4 32: 34.5" x 82" Off;,:'ABW Panel BW Length Adjustment 36 38.5" x 82" 1.. 33Z- Ad ust n ts: All values extracted or interpolated from Table R602.10.3(2 ;36 sit"'. 52" x 82" -r'. ,' ,z;: 120, Adj.for Exposure 36 s12 65.5"„ x 2" a.,, 0.88 Adj.for Eave-to-Ridge-Hgt fila Segmented Wall Adjustment? 5`glazed 0 r,� ,W, 0.817" Adj for Wall Height Lj.00 Adj.for 800 Ib HD each BWP 6'glazed ?-;e`er 1.00 Adj for#of Braced Wall Lines 8'gfaz " .a; i. ) �° _. 2;Number of BWL's Parallel to BWL Being Analyzed 9'Ga pig, -tot x 82l 00. _ Adj.for Not Fastening Interior Gypsum 16 Gtr'x 192", �7C;,( 82" M pia:Apply Adjustment? Sp44laL ,;;,-':` R 1.00 . Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI W/a.Horizontal sheathing bloclan re d for CS-WSP Method. ;_; F $411 Total BW Required After Adjustments 6.18'1t_.BWAdj Req'd (6.5 x 1.2 x 0.88 x 0.9 x I x I x I x 1)=6.18 31207.ft BW Provided (61-28.7933) - ° Pass or Fail? ° " ,PA$S. P mRe '` ID I1X 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, 03/12/18 to alter this item in any way. Braced Wall Analysis 2015 International Residential Code 6 Sales Division Database Designer Date No.of Stories Wind Speed Wind Exp. Seismic Premier Builders 32551 000 John Koehler 3/1/2018 1 136 C B Braced Wall Line: 1 Location:Left End Wall Window4 R.O. x R.O. Quantity Min CS-WSP Method Width Height BWP Adj to R.O' 2257 22.5" x 57.5" FlaorLevel Roof Pitch[7:7`.: 112 2259 22.5" x 59 5" 8.1t. .Wall Height Mean Roof Hgt :'14.23 ft. 3037. .,. 30.5" x 37.5" ' 27:5it BW Line Total Length Eave to Ridge Hgt` .$,02ft..; $449. . 34.5" x 495" ' - 7 T9.,f46ft BW Line Spacing Btm.of Mod.to Ave.Grade* 3465 34.5" x 65.5" - 6,4i ft Sum of Openings in BWL t 3565" 35.5" x 65 5" - 1.22$Zff Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 3857 38.5" x 57.5" U'ft. BWP Value reduction for Method WSP BWP's<4'vide(Table R602.10.5.2) 3859. 38.5" x 59.&' 2. 24.0'; ENo of panels 42"wide MNo.of panels 36"wide 4237 42.5" x 37.5" 7.6492 ft Sum of Openings&Walls Not Used as BWs in the BWL 4257"' 42.5" x 57.5" _ CS-Wgg BW Method(Table R602 10,4) CVV13 29.5" x 36.5" :6e831t.Length BW Required(Table R602.10.3(1))3 - x - Alt Braced Wall and Portal Frame Braced Wall-Length Adiustments x - pa" PF Method . th ofCS-PF orPFG Panels in BWL x - Oft: CS-PF or PFG Panel BW Length Adjustment - x - <' 0 ft;, Length of PFH Panels in BWL # No.of PFH panels in BWL x - 0 ft PFH Panel BW Length Adjustment Door' :Oft '.Total Length of ABW Panels in BWL 32. : 34.5" x 82" z Off, ABW Panel BW Length Adjustment 36-,.:;. 38.5" x 82" », Adiustments: All values extracted or interpolated from Table R602.10.3(2) 36 sI1' 52" x 82" #.2Q Adj.for Exposure 38 S12• 65.5" x 82" 0.88 Adj.for Eave-to-Ridge-Hgt ,Ido; Segmented Wall Adjustment? 5`glazed 60" x 82" "' 0.90 . Adj for Wali Height LjA Adj for 800 Ib HD each BWP &`glazed 72.5" x 82" - 1.45 Adj.for#of Braced Wall Lines B`gazed; 96" x 82" "4= Number of BWL's Parallel to BWL Being Analyzed 9 Gat Dr 108" x 82" 4.00:.:Adj for Not Fastening Interior Gypsum 16'Gar Dr 192" x 82" nla'Apply Adjustment Special 1.QO' Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI x p Horizontal sheathing blocking req'd for CS-WSP Method. x Total SW Required After Adiustments x "." 9.41 ft. BWAdjReq'd (6.83xl.2xO.88xO.9xl45xixlxl)=9.41 "...i'" x > 19.851:ft BW Provided (27.5-7.6492) Pass or Fail?Pglrr'r: PASSrri;. Braced Wall Line: 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" ;' i"" 1•, Floor Level Roof Pitch /12 22.5" x 59.5" Wall Height Mean Roof Hgt .14,23ft 3037 30.5" x 37.5" 13:751( BW Line Total Length Eave to Ridge Hgt 3449;. 34.5" x 49.5" <. :`v g'. BW Lme Spacing Btm.of Mad to Ave,Grade 1.33 ft 3465„ 34.5" x 65.5" .9 R Sum of Openings in BWL 3565 35.5" x 65.5" 0 `` Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 3857`';: 38.5" x 1 57.5" 0 ft BWP Value reduction for Method WSP BWP's<4'wide(Table R602.10.5.2) $459", 38.5" x 59.5" `,: Y°' O No.of panels 42"wide No.of panels 36"wide 4237 : 42.5" x 37.5" 9ft . Sum of Openings&Walls Not Used as BWs in the BWL 4257 42.5" x 57.5" CS-WSp BW Method(cable R602.10.4) "CW13 29.5" x 36.5" 15ft., Length BW Required(Table R602.10.3(1))3 x - Alt.Braced Wall and Portal Frame Braced Wall-Length Adiustments - x - .,4:7$(t`Length of CS-PF or PFG Panels in BWL CS-pF, PF Method X - 2:38 ft BWL length add for CS-PF wall(s)((4.75 x 1.5)4.75). Table R602.10.5 - - x Length of PFH Panels in BWL �Na,of PFH panels in BWL x - :Oft .. PFH Panel BW Length Adjustment Door' Oft Total Length of ABW Panels in BWL 01 0 0 . 32. 34.5" x 82" Oft, ABW Panel BW Length Adjustment 0" .38, 38 5" x 82" - Ad'ustments: All values extracted or interpolated from Table R602.10.3(2 36511. 52" x 82" 1:20.. ::Adj.for Exposure 36 s12. , 65.5" x 82" 0.88 Adj for Eave-to-Ridge-Hgt FW I Segmented Wall Adjustment? 5 g4zed"' x 82" 0.90 'Adj.for Wall Height ¢.OD Adj for 800 Ib HD each BWP 6 g1 4d4 .5 82" - .1.45, Adj for#of Braced Wall Lines rv3 gla3eca° 1 60 � 82" 4' Number of BWL's Parallel to BWL Being Analyzed a Gar Dr 10$Y' `yf DB2" - '1;00 Adj.for Not Fastening Interior Gypsum Gar Dr, ^a" 192" #tC�t - film Apply Adjustment 1,00 ,Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI GAR0R; 11)85F' x8 a3/a Horizontal sheathing blocking req'd for CS-WSP Method. r} `>g A. =^�•j`'r4y x �'�'s,f Total BW Required After Adjustments f 3.45ft BWAdjReq'd (2.5xl2xO.88xOgxl45xlxixl)=345 7.13 ft-BW Provided ((13.75-9)+2 38) Pass or Fail? 7-ss-777771 ` eM1 iotf Dt 47/2017 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, 03/12/18 to alter this item in any way. e Braced Wall Analysis 2015 International Residential Code ' Sales Division Database Designer Date No.of Stories Wind Speed Wind Exp. Seismic Premier Builders 32551 000 John Koehler 31112018 1 136 C B Braced Wall Line: C Location:Garage Wall W1ndoW4 R.O. R.O.R.O. Quantity Min.CS-WSP Method Width Height BWP Adj to R.0' 2257' 22 5" x 57.5" 1 Floor Level Roof Pitch' "`7 112 2259,-% 22.5" x 59.5" ;;> :,;° ;.8 fit >:;Wall Height Mean Roof Hgt_.:;14:23 ft, 3037`''' 30.5" x 37.5" 'v --;9 ft; BW Line Total Length Eave to Ridge Hgt; '8,02 ft..` 344?3j'-' 34.5" x 49.5" i13;75 ft BW Line Spacing Bim.of Mod.to Ave Grade, t.33 It, .3465't <` 34.5" x 65.5" i:0'ff Sum of Openings in BWL Z565:`,',' 35.5" x 65.5" E,;O fi',..Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 3857 ? 38 5" x 57.5" "`; v; (1 ft*i BWP Value reduction for Method WSP BWP's<4'wide(rable R602.10.5.2) 3859 38.5" x 59.5" = ;` ;`0,:No.of panels 42"wide Q"i No.of panels 36"wide 4237" 42.5" x 37.5" sa"; O:ftSum of Openings&Wails Not Used as BWs m the BWL :4257.-c+' 42.5" x 57.5" :.. .;;`'`' CS;CNSP BW Method(fable R602.10.4) CW13" 29.5" x 36.5" '<"�� '�•.':..� .-3.44ff�Length BW Required(fable R602.10.3(1))' - Y' x - �° ;:; s Alt.Braced Wall and Portal Frame Braced Wall-Length Adiustments x - r "' ;;`" ?< 0 ftp;.Length of CS-PF or PFG Panels in BWL €'xs:pia;z PF Method y - x - r;>>•' -`. ' y 0 fti CS-PF or PFG Panel BW Length Adjustment x - " fii::: Length of PFH Panels in BWLNo.of PFH panels In BWL x - 75T7 ft>,,; PFH Panel BW Length Adjustment Doors °0•it' Total Length of ABW Panels in BWL Y, 32;,F.: z 34.5° x 82" ;;`, :.....,,, ;`O,ft,,;`ABW Panel BW Length Adjustment 36;, 38.5" x 82" Ad'ustments: All values extracted or Interpolated from Table R602.10.3(2 36'511"=2' 52" x 82" ?< ^` "120 Adj.for Exposure ;306I2._ s 65.5" x 82" 0.88„ ,Adj.for Eave-to-Ridge-Hgt FN6�.'J Segmented Wall Adjustment? 8':giazed60" x 82" -Y,0,907 Adj.for Wall Height 1:OD Adj.for 800 Ib HD each BWP 8'glazed•°' 72.5" x 82" .1.00' Adj.for#of Braced Wall Lines 3'glazed 96" 1 x 1 82" 11, Number of BWL's Parallel to BWL Being Analyzed 5`Gar Dr.:..1 108" x 82" _" " 1tOQ "Adj.for Not Fastening Interior Gypsum ;.!&Gaf l)r: 192" x 82° ;, <;;. : Na Apply Adjustment? Special --100:--Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI "�` ,,. <,. -Ala,Horizontal sheathing blocking req'd for CS-WSP Method. x Total BW Required After Adiustments .; x - ;3.27ft.. BWAdjReq'd (3.44xl2x0.88x09xlxlxlx1)=3.27 «.. : .^ Y-• x '„ ?,, e;@9tt. .BW Provided (9-0) Pass or Fall?10/01w,PASS ` Braced Wall Line: Location: lMndow4 Width x Height Quantity - 2257.. 22.5" x 57.5" `"" `- " 1` Floor Level Roof Pitch ,;:7 :"`'112 22.5" x 59.5" i : ,,rtis= '`"8ft;;'WaIIHeight Mean Roof Hgt"14:2&ff' ,;•3037s .:.< 30.5" x 37.5" BW Line Total Length Eave to Ridge Hgt ,B4O2ff 3449.`• ` 34.5" x 49.5" ;;%, a,-•'j?.; "'s':` BW Line Spacing Btm.of Mod,to Ave.Grade: C.33 tt r 3465, 34.5" x 65.5" Sum of Openings in BWL 3565.:-•.'.; 35.5" x 65.5" Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 3857, 38.5" x 1 57.5" %%;,._ %;.';i, '; >..ty'ft'. :BWP Value reduction for Method WSP BWP's<4'wide(cable R602.10.5.2) _,. 3659, 38.5" x 59.5" 0-' :No.of panels 42"wide EENo.of panels 36"wide 4237 42 5" x 37.5° :x'' °;y'a` `='_' >; '0 ft'-" Sum of Openings&Walls Not Used as BWs in the BWL =4257,.?,:? 42.5" x 57.5" rr< a':'f BW Method(fable R602.10.4) CW13 29.5" x 36.5" "' Length BW Required(Table R602.10.3(1))3 x - "`_`' H Alt.Braced Wall and Portal Frame Braced Wall-Length Adlustments x - "``' ;} "6ft`"z Length of CS-PF or PFG Panels in BWL n/a ,;,PF Method x - S 0 fts CS-PF or PFG Panel BW Length Adjustment X0`ftiS_Length of PFH Panels in BWL :0 No.of PFH panels in BWL x - 0 ft', PFH Panel BW Length Adjustment Doors '0 ft 7 Total Length of ABW Panels in BWL 0;; f':A'",;: 0„' •; 32". 34.5" x 82" ".;` ;`Oft:;' ABW Panel BW Length Adjustment `36;,,�. 38.5" x 82" Ad'ustments: All values extracted or Interpolated from Table R602.10.3(2 E 36 oil'"'` 52" x 82" s A.20 a` Adj.for Exposure 36 s12'.;" 65,5" x ,, 6 = ''_ -`s . 0 88 ?Adj.for Eave4G-Ridge-Hilt Nq.Segmented Wall Adjustment? ?5`glazetl; 660" N f Adj.for Wall Height 1.00 Adj.for 800 Ib HD each BWP s.5`..glazed,, 72. sx". «82' -` - i <; ,r`' Adj.for#of Braced Wall Lines Number of BWL's Parallel to BWL Being Analyzed Adj.for Not Fastening Interior Gypsum -r16'GarDr, A92" •-X 62" K § "J a •- Apply Adjustment? Special r �x... , �,a.� r:-a TIM 51 , 1`=€ x ASS 4 =fir= - », j' ` Total BW Required AfterAdiustments .!T ;ra, _x x P ... -_=__ ,,, :"'4, _ BW Adj Req'd BW Provided A, Pass or Fail? .%;� o.Flariz Blklig� Program R 'sn Dat Warning:It is a violation of the NYS Education Law Article 145 for any person, 03/12/18 unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way Braced Wall Analysis 2015 International Residential Code Sales Division Database Designer Date No.of Stories Wind Speed Wind Exp. Seismic Premier Builders 32551000 John Koehler 31112018 1 136 C B Braced Wall Line: 3 Location:1BW3 WindOW4 R.O. x R.O. Quantity Width Height 2257`%, 22 5" x 57.5" Floor Level • Roof Pitch 112 `-2259' 22.5" x 59.5. 61t•_;_Wall Height Mean Roof Hgt 74:x3#1 30.6' x 37.6- "27,$ 13W Line Total Length Eave to Ridge Hgt 34.5- x 49.5" -7 '79,146'11BW Line Spacing Btm.of Mod.to Ave.Grade, '---3465- 34.5" x 65.5" :� �,u dM,,��j< Sum of Openings in BWL 35.5" x 65.5- -17.875ff.,Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 38.5" x 57.5" BWP Value reduction for Method WSP BWP's<4!wide(rable R602.10.5.2) -3859. ", 38.5" x 59.5" 77W-lNo.of panels 42"wide No,of panels 36"wide 4237 42.5" x 37.511 i ::7:875 ft Sum of Openings&Walls Not Used as BWs in the BWL -4257« 42.5" x 57.51. BW Method(Table 8602.10.4) CW13`. ,: 29.6' x 36.53.tiift Length BW Required(Table 8602.10.3(1 ))3 z - -Length Adiustments x Alt Braced Wall and Portal Frame Braced Wall f F FE-fir-i-L-1 x :st Length of CS-PF or PFG Panels In BWL PF Method tiO ft,' CS-PF or PFG Panel BW Length Adjustment 1t Length of PFH Panels In BWL MNo.of PFH panels in BWL x 0 ft',.: PFH Panel BW Length Adjustment Doors ',':,Oft `:Total Length ofABW Panels in BWL a 7 34.51 x 82" ABW Panel BW Length Adjustment 38.5, x 82" 36., -� ; _.I Adiustm ts: All values extracted or interpolated from Table R602.10.3(2 52" x 82" 1,20, Adj for Exposure 36 sIZ 65.5" x 82" ^0.8 Adj.for Eave-to-Ridge-Hgt ElSegmented Wall Adjustment? 60" x 82" Adj.for Wall Height 1.00 Adj.for 800 lb HD each BWP '6taziiid,�: 72.5" x 82" ',.1.45 Adj.for#of Braced Wall Lines 778`g_1a.ed-, 96" x 82' :E]Number of BWL's Parallel to BWL Being Analyzed '9`G6EDr 108- x 82. /1 1`=4.00 Adj.for Not Fastening Interior Gypsum .1`16'Gir!P r,,' 192" x 82- :E]Apply Adjustment? Special E-1,657, Adj edge fastening to N'o.c.and block horizontal seams for GB Method. X If 4"edge fastening and horizontal blocking installed,apply adjustment? v, 1� x Required After Adjustments x F f8.62 ft. BWAdjReq'd (13.66x1.2x0.88x0.9x1.45x1x1x1)=18.82 x 19:625 ft BW Provided (27.5-7.875) Pass or Fail? Braced Wall Line: 4 Location:1BIY4 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" '.Floor Level Roof Pitch '112 22.5" x 59.5" 8 ft, Roof Hgt Wall Height Mean 414.234t-` BW Line Total Length Eave to R 3037, 30.5" x 37.5" Ridge Hgt 7- 49.5" Btm.of Mod.to Ave.Grade."A 3��ft' 3449 34.5" x 5 6aW BW Line Spacing 3465•7 34.5- x 65.5" 2.54 ft,' Sum of Openings in BWL 3565 35.5" x 65.5" .75 ft Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 38.5" x 575' pft BWP Value reduction for Method WSP BWP's<4'vAde(cable R602.10.5.2) 3859 38.511 x 59.5" <<;. anels42"Wide El 0;' No.of p No of panels 36"wide 4237, 42.5" x 37. z'f6,29 ft- Sum of 0 5" .... .... 16,29 It, Sum of Openings&Walls Not Used as BWs in the BWL 4257 42.5" x 57.5" -WSP BW Method(fable 8602.10.4) F cWf31,::,1 29.5" x 36 5" . ..... Length BW Required(Table 8602.10.3(1))3 x a Alt.Braced Wall and Portal Frame Braced Wall-Length Adiustments x Length of CS-PF or PFG Panels In BWL fila PF Method x ;-Oft CS-PF or PFG Panel BW Length Adjustment Length of PFH Panels in BWL x No.of PFH panels in BWL x 0 ft, PFH Panel BW Length Adjustment Door' oft -Total Length ofABW Panels in BWL 1, ",:o 34.5- x 82" A13W Panel BW Length Adjustment _36, 38.5" x 82" Adlustm ts: All values extracted or interpolated from Table R602.10.3(2 36,11.•,. 52" x 82" > 1.20;' Adj.for Exposure --I 36-sI2. 65.5" x 82" 7; 0:88 Adj.for Eave-to-Ridgle-Hgt F'�N Segmented Wall Adjustment? 601. Adj.for Wall Height 51ilaz6d." X, EoAdj.for 800 lb HD each BWP 72.5" 1,77 ',1.45 Adj.for#of Braced Wall Lines 4. Number ofBWL's Parallel to BWL Being Analyzed !Y Gk Or,, I d$' ;t 92" Adj.for Not Fastening Interior Gypsum ��Apply Adjustment'? 16,die De, 8 Special T E_.,.1.00. Adj to Remove Honz Shthg Seam Blocking-Not applicable to GS-WSPI "'364;,�,",&14011-1 x t Horizontal sheathing blocking re 'd for CS-WSP Method. I Avu V-1 x f-t1"t 1 1 Dl: Total BW Required After Adjustments xBW Adj Req'd (5.57 x 1.2 x 0.88 x 0.9 x 1.45 x I x I x 1) 7.68 41.21-ft BW Provided (27.5-16 29) Pass or Fall? Program ReDat 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, 03112118 to alter this item in any way. Braced Wall Analysis 2015 International Residential Code Sales Division Database Designer Date No.of Stories Wind Speed Wind Exp. Seismic Premier Builders 32551 000 John Koehler 3/8/2018 1 136 C B Braced Wall Line: D Location:Rear Long Wag Window' R.O. x R.O. Quantity Min.CS-WSP Method Width Height BWP Adj to R.O.' 57 22,5" x 57.5" ;,. _1r' Floor Level Roof Pitch H2 F-2259 22.5" x 59.5" $<{j ,, Wall Height Mean Roof Hgt (4123ft 3037 30.5" x 37.5' .;, ,: 13.75:ft.BW Line Total Length Eave to Ridge Hgt `.8.02ft 34.5" x 49.5" J, {° ,-., ;, 2 ft BW Line Spacing Btm of Mod.to Ave.Grade. ;3465" 34.5" x 65.5" T924t`.`Sum of Openings in BWL ;3565..., 35.5" x 65.5" IIIf Non-Qualifying Panelsin BWL(&or Portions of Wall Nat Used as BWP) 3852 :^' 38.5° x 57.5" BWP Value reduction for Method WSP BWP's<4'wide(fable R602.10.5.2) '`3859..:^ 38.5" x 59.5" No.of panels 42"wide No.of panels 36"wide \,. 4237, 42.5" x 37.5" :8.42 ft Sum of Openings&Walls Not Used as BWs in the BWL ,.4257;,, 42.5" x 57.5" `: x` D&WSP'BW Method(rable R602.10.4) CW13 29.5" x 36.5" _5,4$''s'Length BW Required(Table R602.10.3(1))3 - x - Alt.Braced Wall and Portal Frame Braced Wall-Length Adjustments x - ` ''` >;->:> O,ft;' Length of CS-PF or PFG Panels in BWL 'nla ",.'PF Method '?- - x - ,c: 0 8;? CS-PF or PFG Panel BW Length Adjustment x - :u'•: •,' < p`if",%Length of PFH Panels in BWL ©0;': No.of PFH panels in BWL =' x - r" 4ft;11`, PFH Panel BW Length Adjustment Doors 0 ft,,Total Length of ABW Panels In BWL 82 , 34.5" x 82" Oft;," ABW Panel BW Length Adjustment 38.5" x 82" " Ad•ustin ts: All values extracted or Interpolated from Table R602.10.3 2 `38.s1t 52" x 82" .-A.20,. Adj.for Exposure 36 sl2 65.5" x 82" :< �-<r`d`(- _ 0,88,' Adj.for Eave-to-Ridge-Hgt _Ne Segmented Wall Adjustment?] 'S glazed.;; 60" x 82" r+'.r, `..; 0,90` Adj.for Wall Height 1,60Adj.for 800 Ib HD each BWP .,el dlazed`,'; 72.5" x 82" � ;`$:,`�':,w: '33;5`,:;.'<'.^-i• J'.06,_ Adj,for#of Braced Wall Lines 8'glazed:"' 96" x 82° Number of BWL's Parallel to BWL Being Analyzed 108" x 82" 1,00^x Adj for Not Fastening Interior Gypsum ,'16'Gar Dr,. 192" x 82" w` ;z srfa, Apply Adjustment? Special 1.170. Adj to Remove Horiz Shthg Seam Bloclong-Not applicable to CS-WSPI .,2265;_ 22011 x `,_„¢5:5m';',c :;1 ' ;¢>;24.8:`` =%`; n/31 Horizontal sheathing bloclang req'd for CS-WSP Method. x k - Total BW Required AfterAdiustments x ;' ^""c;" ",.•`• =;' sy. S.13ft, BWAdjReq'd (5.4x12xO.88xO9xlxlxlxl)=5.13 x5.33ft-,BW Provided (13.75-8.42) Pass or Fail?k-4�0ftg,' & Wmrin;l'" Braced Wall Line: E Location:Front Long 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 -_; 3,. 112 ;2259 22.5" x 59.5" K. - 8 ft' Wall Height Mean Roof Hgt x4;23 ft` 3037` 30.5" x 37 5" >; ;13:75 ft.BW Line Total Length Eave to Ridge Hgt>` 8,b2'ft'; v>.3449; - 34.5" x 49.5" `' r",', ' �`'; `22ft.,BW Line Spacing Btm.of Mod.to Ave,Grade. .1,2d ffr _3465 " 34.5" x 65.5" y' ;* _ +-;r;<`` .3:$8 ft,'Sum of Openings in BWL 9565c 35,5" x 65,5" Oft,..,:Non-Qualifying Panels in BWL(&ar Portions of Wall Not Used as BWP) 3857 . : 38.5" x 57.5" vs _ „-; _Ow BWP Value reduction for Method WSP BWP's<4'wide(Table R602.10.5.2) 3358ssz 38.5" x 59.5" 0- No.of panels 42"wideNa,of panels 36"wide 42.5" x 37.5" 3,88 ft Sum of Openings&Walls Not Used as BWs m the BWL -4257.x'` 42.5" x 57.5" '. Y ` " WSR BW Method(rable R602.10.4) x 36 5 ))3GW13;, 29.5° . . �:.:. x eAlt.Braced Wall and Portal Frame Braced Wail-Length Adiustments x - n': :_ 0 ft,° Length of CS-PF or PFG Panels in BWL O/aVa'„PF Method X - x•..•; -,:Oft CS-PF or PFG Panel BW Length Adjustment x - f`, >',O,ft."Length of PFH Panels in BWLNo.of PFH panels in BWL x - Oft, r PFH Panel BW Length Adjustment Doors -,,Oft -Total Length of ABW Panels in BWL =",0'"3, 0. ;.32 > 34 5" x 82" Oft '`ABW Panel BW Length Adjustment 38.5" x 82" Ad ustments: All values extracted or interpolated from Table R602.10.3(2 -36 saw-?., 52" x 82" - 3 20'k,Adj.far Exposure F ....; 36 s12?;, 65.5° x 82" ,-, ,..,• ,� , -,, `�`,;,,� �;0.8$: �Adj,for Eave-to-Ridge-Hot ,No Segmented Wall Adjustment? 5`glazed 60" .- ?k' 0.90$ Adj.for Wall Height 1.00 Adj.for 800 Ib HD each BWP fi`glazed 72„5 wx ri'8$'' ;. ;. = `.7:1,50,;•Adj.for#of Braced Wall Lines r 8'glazed b x�. 2°i r d :-:]Number of BWL's Parallel to BWL Being Analyzed 9'GaCDr yrjD " 82" �1* ', j" 1.Ob-•,-Adj.for Not Fastening Interior Gypsum 16'Gar Dr 11" x X82° XINf';1 -" Na:Apply Adjustment? Special `1,00• Adj to Remove Honz Shthg Seam Blociang-Not applicable to CS-WSPI 4658', '4 .5" x`+,`}�t35,5" 1`,j 24,6 .. .'; N •Horizontal sheathing bloclang req'd for CS-WSP Method. t x+ Total BW Required After Adjustments l_ - '•O: ' 3:13ft BW AdjReq'd (5.4x1.2x0.88x0.9xIx1xIx1)=5.13 ;" x :9.87,ft BW Provided (13.75-3.88) , t F7 gC� dry Pass or Fall? Program a rsion 4"'�.oJ Y2 ��''� LL Waming: 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, 03/12/18 to alter this Item in any way. A Braced Wall Analysis 2015 International Residential Code Sales Division Database Desl net Date No.of Stories Wind Speed Wind Exp. Seismic Premier Builders 32551 000 John Koehler 31812018 1 136 c B Braced Wall Line: 5 Location:Leff End Wall WindoW4 R.O. x R.O. Quantity Min.CS-WSP Method Width Height BWP Adl to R.O. 2257, 22.5" x 57.5" " a.. a 1>' Floor Level Roof Pitch -7,;„ 112 22W"'',,': 22.5" x 59.5" = ''B ft. , Wall Height Mean Roof Hgt <.E423 it. '3037:.. 30 5" x 37.5' ;:";,,;'',.;:; '� 2.1 BW Line Total Length Eave to Ridge Hgt"x,8A2R. 34.5" x 49.5' BW Line Spacing Btm.of Mod.to Ave Grade: 1.33 3465. 34.5" x 65.5" 2, = 45:33.fC Sum of Openings in BWL 3565';>• 35.5" x 65.5 ">.v,;% ;.a 0.75 ff; Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 3857;w 38.5" x 57.5" ;; :;;::'= aft, BWP Value reduction for Method WSP BWP's<4'wide(table R602.10.5.2) 3859, 38.5" x 59.5" 0`'No.of panels 42"wide ,''©fl No of panels 36"wide ;w 4232;, 42.5" x 37.5" 16481t Sum of Openings&Walls,Not Used as BWs in the BWL `4257,,'i 42.5" x 57.5" C -WSP:BW Method(fable R602.10.4) t3W13:.. 29.5" x 36.5" '• s„ 3.44 ft: Length BW Required(fable R602.10.3(1))' x Alt.Braced Wall and Portal Frame Braced Wall-Length Adlustments x s"%O:1t,' Length of CS-PF or PFG Panels in BWL ''`"nla: ` PF Method ;:'Oft.` CS-PF or PFG Panel BW Length Adjustment ft'.".Length of PFH Panels in BWL No of PFH panels in BWL - x "' `-> :... 4ft. PFH Panel BW Length Adjustment Doors 0 ft. Total Length of ABW Panels in BWL 32, .,` 34.5" x 82" f x,Y ;S% ABW Panel BW Length Adjustment rr `,;36,..,'` 38.5° x 82" "'' �_`' Ad ustments: All values extracted or Interpolated from Table R602.10.3(2 c'3fi:sf1,'< 52" x 82" 1.20.' Adj.for Exposure x 36's12 65.5" x 82" "'``" '0.118'- Adj for Eave-to-Ridge-Hgt :;tyo;Segmented Wall Adjustment? 'S`.gfazed : 60" x 82" 0.90 Adj for Wall Height 1,0o Adj.for 800 Ib HD each BWP fi`glazed s 72.5" x 82" z';,.;``;'� ;.'.1.00 Adj for#of Braced Wall Lines 8-glazed 96" x 82" }. Number of BWL's Parallel to BWL Being Analyzed 108" x 82" •<` =` ';V' ;'; 1:U0-.,Adj for Not Fastening Interior Gypsum i6'>GaPDrr 192" x 82" y? n/a Apply Adjustment? Special D,11:10:51:1:Adj to Remove Hon¢Shthg Seam Blocking-Not applicable to CS-WSPI 92";k x ;$4,5" .:��:2, ;'" '`' ` 35.4 nfa'Horizontal sheathing blocking req'd for CS-WSP Method. x «` Total BW Required After Adjustments ? < sk x 73:27 W, BW AdjReq'd (3.44x1.2x0.88x0.9x1x1x1x1)=3.27 i e x °l j 6.921t,'BW Provided (22-16.08) Pass or Fall? `�„ +,a,�"";,x�'PASS:_r„,��' Braced Wall Line: 6 Location:Right End Wall W1ndoW4 R.O. x R.O. Quantity Min.CS-WSP Method Width Height BWP Adj to R.O.2 22.5" x 57.5" i• A,`;<F Floor Level Roof Pitch i:'... 112 22.5" x 59.5" :a ` R.8 fi 'Wall Height Mean Roof Hgt .1x23 tf-` 3037{: 30.5" x 37.5" BW Line Total Length Eave to Ridge Hgt ;3449__;>. 34.5" x 49.5" i•'.'? °�`'-' '13.75tf;BW Line Spacing Btm,of Mod.to Ave Grade: 3465`>fl'. 34.5" x 65.5" 3; ��.>�:, 14.9tt Sum of Openings m BWL 3565`` " 35.5" x 65.5" "`:% ;`,E' <' 2.91fi7:ft Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 3857'. 38.5" x 57.5" 0 ft BWP Value reduction for Method WSP BWP's<4'wide(Table R602.10 5.2) x 59.5" - s 0',No.of panels 42"wide EENo.of panels 36"wide 42377 42.5" x 37.5" `_iz;` $•`->.` 17.817:ft Sum of Openings&Walls Not Used as BWs in the BWL 42.5° x 57.5" '66LWSP BW Method(rable R602.10.4) CW13" 29.5" x 36.5" `3,44 it- Length BW Required(Table R602.10.3(1))' " ? - x - Alt Braced Wall and Portal Frame Braced Wall-Length Adiustmenis x - ' Oft`, Length of CS-PF or PFG Panels m BWL n/a- PF Method - x - '> ..; D.ft,; 'CS-PF or PFG Panel BW Length Adjustment - ft;.:Length of PFH Panels in BWL r0:No.of PFH panels in BWL x - v>;:'.:` ::0 ft' PFH Panel SW Length Adjustment Doors j Ott`;'Total Length of ABW Panels in BWL 32'; 34.5" x 82" ;: :5 0 ft:: ABW Panel BW Length Adjustment 36 38.5" x 82" - Ad'ustments: All values extracted or Interpolated from Table R602.10.3(2 36 611. 52" x 82" - <:'1.202 Adj.for Exposure , 36 sl2`i` 65.5° x 82° _ ^"r";\ ' - >7:$$:i„Adj for Eave-to-Ridge-Hgt No.Segmented Wall Adjustment? '5 j3tazed 60" j32 p.90 Adj.for Wall Height 1A0 Adj.for 800 lb HD each BWP 6 glazed 72 "g b mak' r 3:•y.OD::r Adj for#of Braced Wali Lines ;.S glazed /11KN,lf- 1Y'f 2°p,1 1 �:2`,;Number of BWL's Parallel to BWL Being Analyzed %9°Gar br,,,, 82" ' "� " ';,,; 1.DD•, Adj.for Not Fastening Interior Gypsum 16:Gar Dh' 92 x "x,`82? No Apply Adjustment? Special jt ,, „ [:,,11.400: <Adj to Remove Horiz Shthg Seam Blocking-Not applicable to CS-WSPI -,_ fb p''''41,75 ' .A3 ( = 1. . 24x3.,,_. .` " ;iiia'Horizontal sheathing blocking req'd for CS-WSP Method. 3.27ft BW AdjReq'd (3.44x1.2x0.88x0.9x1x1x1x1)=3.27 x h BW Provided (22-17.8167) Pass or Fail? V's-�'czvj-4-PASS'f?,A'� Progre R vision � ��� � t;'��.�' 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, 03/12/18 to alter this item in any way. HVAC Design Calculation in accordance with RCCA Manual J,D,& S Manual J Eighth Edition V.2 For 205 Long View Lane Turn Key Modular Homes 286 Flanders Blvd Flanders NY 11901 (631) 284-3010 -yam NEIN YORK liib _ BUILDING + - TEGHh0t0Gy G4Q4P Prepared by: Thomas Baccarella in accordance with ACCA Manual J 8t' edition,V2 4/02/2018 Signature:Signature: �,G!,.— Date' Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place, NY 11764 Telephone:631 4950289 Fax: 631 3892808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 1788 NEW YOfIKDUILDING Date: Mar 26,2018 of y�o ^ ` r 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: 205 Long View Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 2843010 Email: flandersreno@gmail.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 22052 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.7°F Latent gain. 5092 Btuh Entering coil WB 63.4°F Indoor design DB: 75.07 Total gain: 27144 Btuh Indoor RH. 50% Estimated airflow: 973 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type Split AC Manufacturer: Rheem Model RA1430AJ1NA+RH1V3617STANJA Actual airflow: 973 cfm Sensible capacity: 20440 Btuh 93% of load Latent capacity: 8760 Btuh 172% of load Total capacity: 29200 Btuh 108% of load SHR. 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 25426 Btuh Entering coil DB: 67.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer. NAVIEN, INC. Model NCB-240E Actual airflow. 973 cfm Output capacity: 29000 Btuh 114% of load Meets all requirements of ACCA Manual S. * wrights®ft' 2018-Apr-02 13 24 07 A > ,.�iu�nA.•n«.,gym,.., Right-Suite®Universal 2018 18 0 04 RSU25790 Page 1 ACC ..KFLOW\205 Long View Lane1205_1-ong_view_Lane rup Calc=MJ8 Front Door faces NW Load Short Form Job: 1788 Date: Mar 26,2018 E NEW YOfiK ®� BUILDING 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: 205 Long View Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 2843010 Email: flandersreno@gmail.com Designinformation Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240E Cond RA1430AJlNA AHRI ref 8580772 Coil RH1V3617STANJA AHRI ref 7491228 Efficiency 95AFUE Efficiency 12.5 EER, 15 SEER Heating input 30000 Btuh Sensible cooling 20440 Btuh Heating output 29000 Btuh Latent cooling 8760 Btuh Temperature rise 27 OF Total cooling 29200 Btuh Actual air flow 973 cfm Actual air flow 973 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.046 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) Mud/Laundry 85 1997 1588 93 73 Stairs 33 118 42 6 2 Foyer 68 1459 996 68 45 Kitchen 182 2137 4463 100 204 Family/Dining 390 6388 6726 298 307 Hall 79 279 100 13 5 Bed 3 131 1466 1806 68 83 Closet 42 147 53 7 2 Bath 2 72 879 412 41 19 Bed 1 202 3083 2701 144 123 Bed 2 135 2356 2212 110 101 Bath 1 52 543 198 25 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2018-Apr-02 13 24 07 A A,�/W/�A MR NIXrgMmlleMn ylnmM°P Right-Suite@ Universal 2018 18 0 04 RSU25790 Page 1 ...KFLOM205 Long View Lane\205_Long vew_Lane rup Calc=MJ8 Front Door faces NW Entire House d 1469 20852 21297 973 973 Other equip loads 4574 756 Equip. @ 0.89 RSM 19693 Latent cooling 5092 TOTALS 1469 25426 24785 973 973 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk w rightso t- 2018-Apr-02 13.24 07 A Right-Suite®Universal 201818 0 04 RSU25790 Page 2 KFLOM205 Long View Lane\205_Long Uew_Lane rup Calc=MJ8 Front Door faces NW Project Summary Job: 1788 NEW YORK BUILDING Date: Mar 26,2016 ®} �t °°�°• 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 ProjectlOwmation For: 205 Long View Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 2843010 Email: flandersreno@gmail.com Notes, Design Information Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 'F Outside db 84 of Inside db 72 'F Inside db 75 °F Design TD 56 'F Design TD 9 °F Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19326 Btuh Structure 20927 Btuh Ducts 1526 Btuh Ducts 370 Btuh Central vent(74 cfm) 4574 Btuh Central vent (74 cfm) 756 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25426 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 19693 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 3000 Btuh Ducts 478 Btuh Central vent (74 cfm) 1613 Btuh Heating Cooling Outside air Area(ft') 1469 1469 Equipment latent load 5092 Btuh Volume(ft') 11754 11754 Air changes/hour 0.30 0.11 Equipment Total Load (Sen+Lat) 24785 Btuh Equiv.AVF (cfm) 59 22 Req. total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240E Cond RA1430AJlNA AHRI ref 8580772 Coil RH1V3617STANJA AHRI ref 7491228 " Efficiency 95AFUE Efficiency 12.5 EER, 15 SEER Heating input 30000 Btuh Sensible cooling 20440 Btuh Heating output 29000 Btuh Latent cooling 8760 Btuh Temperature rise 27 °F Total cooling 29200 Btuh Actual air flow 973 cfm Actual air flow 973 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.046 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. 4 wr1gjhtsmft- 2018-Apr-02 13 24 07 �R•�° ^••^°^ ^^°•^• Right-Suite®Universal 2018 18 0.04 RSU25790 Page 1 KFLOW\205 Long Yew Lane\205_1-ong yiew_Lane.rup Calc=MJ8 Front Door faces NW AED Assessment Job: 1788 NEW YORK �f BUILDING Date: Mar 26,2018 ...o!11 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: 205 Long View Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Design Conditiohs Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD (°F) 56 9 Latitude: 41°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) l Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 for Adequate Exposbiro Hourly Glazing Load 9.000-- 8,000-- 7.000-- 6,000- 5,000-- 4.000-- 3,000-- 2,000-- 1,000-- 0 ,0008,00°7,0006,00o5,0004,0003,0002,0001,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day �IbuM �gvere9a /PEp4m1 Maximum hourly glazing load exceeds average by 13.2%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsoft, 2018-Apr-02 13 24 07 �� >Wi,4lamWhln McWewaylompany Right-Suite®Universal 2018 18 0 04 RSU25790 Page 1 KFLOW\205 Long View Lane1205_Long yiew_Lane rup Calc=MJ8 Front Door faces NW l r NEN'YDPK a BUILDING Right-JO Worksheet Job: 1788 ® Entire House Date: Mar 26,2016 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 corn 1 Room name Entire House Mud/Laundry 2 Exposed wall 156 0 ft 65 ft 3 Room height so ft d 80 ft heat/cool 4 Room dimensions 65 x 130 ft 5 Room area 1469.3 ft2 84 5 ft' Ty Construction U-value Or HTM Area (W) Load Area (ftp Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 65 L 12F-Osw 0 0ne 3.66 078 312 226 828 176 0 0 0 6 I�__G_G 4A4.2ow 0 350 ne 1970 24.87 46 0 899 1134 0 0 0 0 4A4-2owd___ __ 0 350 ne _ _ 1970 24.87 40 0 792 1000 0 0- 0 _0 W 12F-Osw 0 065 se 366 0 78 416 327 1197 255 0 0 0 0 11 I G 4A4-2ow 0 350 se 1970 31.03 89 0 1753 2761 0 0 0 0 yJ 12F-Osw am sw 366 678 212 188 688 147 0 0 0 0 _G 4A4-2oiv _ __ 0 350 sw 1970 31.0.3 __ 24 0- 474 746_ 0 0 0 __ _____0 W 12F-Osw 0.065 nw 366 078 308 237 869 185 52 45 164 35 4A4-20w 0 350 nw 19.70 24.87 51 0 996 1257 7 0 143 180 D 11 J 0 0 600 nw 33.78 1392 20_ 20 679 280 0 0 0 0 L- 12C-0sw 0.091 - 5.12 0.76 208 187 958 141 100 79 405 60 D 11J0_ _ 0.600 n 33.78 13.92 21 _- 21 709 292 21 21 _ 709 _-_292 C 16B-50ad 0.020 - 1.13 093 1469 1469 1654 1372 85 85 95 __79 F __ 19A_19bswp- _ 0 046 - 2.16 0.36 1469_ 1469 3176 525 85 85 _183 ___. 30 - - --- - -- - - - - - - - - - - - 6 c)AED excursion 0 34 Envelope loss/gain 15672 10271 1699 710 12 a) Infiltration 3654 220 152 9 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 4 920 0 0 Appliances/other 9516 841 Subtotal(lines 6 to 13) 19326 20927 1851 1560 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19326 20927 1851 1560 15 Duct loads 8% 20% 1526 370 81/6 2% 146 28 Total room load 20852 21297 1997 1588 Air required(cfm) 973 973 93 73 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrYghtsoft` �� Right-Suite®Universal 2018 18 0 04 RSU25790 2018-Apr-02 13 24 07 Page 1 KFLO=205 Long View Lane\205_Long_Vew_Lane rup Calc=MJ8 Front Door faces NW Right-JO Worksheet Job: 1788 NEW YO I6UIL'DIN4 r Entire House Date: Mar 26,2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg corn VWb www NYBTG com 1 Room name Stars Foyer 2 Exposed wall 0 ft 78 ft 3 Room height 80 ft heat/cool 80 ft heat/cool 4 Room dimensions 3.5 x 95 ft 1.0 x 67.5 ft 5 Room area 333 ft' 67 5 ft' Ty Construction Ll-value Or HTM Area (ftp Load Area (ftp Load number (Btuh/f?�-°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-Osw 6 065 ne 3.66 078 0 0 0 0 0 0 0 D �( 4A4-2ow 0 350 ne 1970 2487 0 0 0 0 0 0 0 0 �C 4A4-2owd _ 0 350_ ne 19.70 24.87 0 0 0 0 0 0_ 0 0 W 1217-0sw 0 065 se 3.66 0.78 0 0 0 0 0 6 0 0 11 i G 4A4-2ow 0 350 se 1970 31.03 0 0 0 0 0 0 0 0 VV 12F-Osw 0 065 sw 3.66 078 0 0 0 0 0 0 LL 0 - 0 L—G 4A4-2ow 0 350 sw 1970 31.03 0 0 0 0 0 0-- 0 _ -0 IW 12F-Osw 0.065 nw 366 078 0 0 0 0 62 35 127 27 4A4-2ow 0 350 nw 19.70 2487 0 0 0 0 7 0 143 180 D 11 J 0 0 600 nw 3378 1392 0 0 0 0 20 20 679 2.80 II-0 12C-Osw 0 091 - 512 0.76 0 0 0 0 0 0 0 0 _ _D 11Jo 0.600 n 3378 1392 0 0 0 0 0 0 0 „ _ ___0 C 16B-50ad 0.020 1 13 093 33 33 37 31 68 68 76 63 F_ 19A-f9bswp ___ 0.049 2.16 0.36 33 33 72 12 68 68 146 24 6 c)AED excursion -1 52 Envelope loss/gain 109 42 1171 626 12 a) Infiltration 0 0 182 11 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 0 341 Subtotal(lines 6 to 13) 1109 42 13521 978 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 109 42 1352 978 15 Duct loads 81/0 21/b 9 1 8% 2% 107 17 Total room load 118 42 1459 996 Air required(cfm) 6 2 68 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -fia- wrigFets®ft° 2018-Apr-02 13 24 07 Right-Suite®Universal 2018 18 0 04 RSU25790 Page 2 KFLOW\205 Long View Lane\205_Long_yiew_Lane.rup Calc=MJ8 Front Door faces NW Right-M Worksheet Job: 1788 NEN'YORK I6U�ED,N6 Date: Mar 26,2018 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 corn Web www NYBTG.com 1 Room name Kitchen Family/Dining 2 Exposed wall 13.5 ft 480 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 135 x 13.5 ft 10 x 390 O ft 5 Room area 182 3 ft' 390 0 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ft5 Load number (Btuh/ftk-°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool -- -- - - - - 6 � 12F-Osw 0 065 -ne 366 0.78 0 0 0 0 104 47 172-- 37 4A4-2ow 0 350 ne 1970 24.87 0 0 0 0 17 0 331 418 4A4-2owd_ .__ 0.350_ne_ 19.70 _2487 0 0 0 0 400 792 ___-__1000 IW rt 12F-Osw 0 065 se 366 0.78 0 0 0 0 176 118 433 92 11 W. 4A4-2ow 0.350 se 19.70 _31 03 0 0 0 0 58 0 1135 1787 yJ - 12F-Osw 0 065 sw 366 0.78 108 101 369 79 104 87 319 68 I--__G 4A4-2cw___ _ 0 350 sw 1970_ 31.03 7 0 143 225 17 0— _ 331 521 IW 12F-Osw 0 065 nw 366 078 0 0 0 0 0 0 0 0 4A4-2ow 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 L--D 11,10 0.600 nw 33.78 13 92 0 0 0 0 0 0 0 0 - - -- - - - - -- - - - - - R 12C-Osw 0.091 - 5.120 76 108 108 553 82 0 0 0 0 I—D 11J0_ _ 0.600 n- 33.78____1392 _ _ 0 0 0 0 - 0 0 _ 0 ._ 0 C 16B-50ad 0.020 - 1.13 093 182 182 205 170 390 390 439 364 F - _ - 19A-19tiswp, _ 0 049 - - 216_ 0.36 182 182 _394 65 390 390 843 _ 139 - --- -- ------ - - - - - - - - - -- - - -- --- - - - - -- - - - - - - - - - - --- - -- - --- - - - - - - - - - - - - ---- - 6 c)AED excursion -38 -205 Envelope loss/gam 1664 583 4796 4221 12 a) Infiltration 316 19 1124 68 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 4 920 Appliances/other 3784 1400 Subtotal(lines 6 to 13) 1980 4386 5920 6609 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1980 4386 5920 6609 15 Duct loads 8% 21/6 156 77 6% 2% 467 117 Total room load 2137 4463 6388 6726 Air required(cfm) 100 204 298 307 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. + wr®gF�tsotft° 2018-Apr-02 13 24.07 Right-Suite@ Universal 2018 18.0.04 RSU25790 Page 3 KFLOVA205 Long View Lane\205_Long Vew_Lane.rup Calc=MJ8 Front Door faces NW Right-J®Worksheet Job: 1788 NEN'YORK 01 IB 01,DING Date: Mar 26,2016 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 corn Web www NYBTG corn 1 Room name Hall Bed 3 2 Exposed wall 0 ft 13.3 ft 3 Room height 8.0 ft heat/cool 80 ft heat/cool 4 Room dimensions 225 x 35 ft 138 x 9.5 ft 5 Room area 78.8 ft2 130 6 ft' Ty Construction U-value Or HTM Area (ft) Load Area (ftp Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Bt h) 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 0 0 0 0 0 0 0 0 4A4-2ow 0 350 ne 19.70 24.87 0 0 0 0 0 0 0 0 4A4-2owd_ 0 350 ne 19.70 24.87 _ 0 0 _ 0 0 0 0 ___ 0 _0 12F-Osw 0 065 se 366 078 0 0 0 0 106 92 335 71 11 G 4A4-2ow 0 350 se 19.70 31 03 0 0 0 0 1.4 0 284 447 W 12F-Osw 0 065 sw 3.66 078 0 0 0 0 0 0 0 0 l-_G 4A4-2ow _ _ 0 350_sw _19.70 31.03 0 0 0_ 0 0 0_ __0_-_ _0 IW 12F-Osw 0 065 nw 366 078 0 0 0 0 0 0 0 0 4A4-2ow 0.350 nw 19 70 24.87 0 0 0 0 0 0 0 0 11J0 0.600 _nw 33.78 13.92 0 0 0 0 0 0 0 0 12C-0sw 0.091 512 0.76 0 0 0 0 0 0 0 0 q—D 11J0 0 600 n_ 33.78 13.92 _ 0 0 0 0 0 0 0 _ _ 0 C 1613-50ad 0 020 1.13 0.93 79 79 89 74 131 131 147 122 F__ _ 19Ac19bswp__ 0 049 - 216 0.36 79 79 170 28 , 131 131 _-282 _ _ 47 - - - -- -- - - - - - - - - - 6 c)AED excursion -3 19 Envelope loss/gain 259 99 1048 706 12 a) Infiltration 0 0 310 19 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/other 0 1050 Subtotal(lines 6 to 13) 259 99 13591 1775 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 259 99 1359 1775 15 Duct loads 80/0 2% 20 2 8% 2% 107 31 Total room load 279 100 1466 1806 Air required(cfm) 13 5 68183 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -14 - vm htsoft 2018-Apr-02 13.24 07 A """ Right-Suite@ Universal 2018 18.0.04 RSU25790 Page 4 KFLOM205 Long Yew Lane\205_Long Vew_Lane rup Calc=MJ8 Front Door faces NW I6 oIE DING Flight-J®Worksheet Job: 1788 NEN'YOPK Entire House Date: Mar 26,2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone.631-495-0289 Email Tom@nybtg.com Web www NYBTG.com 1 Room name Closet Bath 2 2 Exposed wall 0 ft 88 ft 3 Room height 80 ft heat/cool so ft heat/cool 4 Room dimensions 88 x 4.8 ft 88 x 83 ft 5 Room area 416 ft2 722 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (Btuh/ftz"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 I W - 12F-Osw 0.065 ne 366 078 0 0 0 0 0 0 0 0 I--ti 4A4-2ow 0 350 ne 1970 2487 0 0 0 0 0 0 0 0 L—G 4A4-2owd 0 350 ne 19.70 24.87 0 0_ 0 0 0 0_ 0 _- 0 W 12F-Osw 0 065 se 366 078 0 0 0 0 0 0 6 0 11 L- G 4A4-2ow 0.350 se 19.70 31 03 0 0 0 0 0 0 0 0 IWC 12F-Osw 0 065 sw 366 0.78 0 0 0 0 0 0 0 0 4A4-2ow 0 350 sw 1970 31.03 0 0 0 0 0 0 0 0 W 12F-Osw 0 065 nw 3.66 078 0 0 0 0 70 63 230 49 4A4-2aN 0 350 nw 1970 2487 0 0 0 0 7 0 143 180 D 11,10 0 600 nw 3378 1392 0 0 0 0 0 0 0 0 12C-Osw0.091 - 512 076 0 0 0 0 0 0 0 0 11J0 _ 0 600 n 3378 _ 1392 0 0 0 0 0 0 0 _ __ _j0 C 1613-50ad 0.020 - 1.13 093 42 42 47 39 72 72 81 67 F 19A-19bswp 0.049 - 216 036 _ 42 42 90 15 72 72 __ 156 26 - - - - - - - - - - --- - - - - - - -- - - -- - - 6 c)AED excursion -2 70 Envelope loss/gain 137 52 610 392 12 a) Infiltration 0 0 205 12 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 137 52 815 405 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 137 52 815 405 15 Duct loads 8% 2% 11 1 8% 2% 64 7 Total room load 147 53 879 412 Air required(cfm) 7 2 41 19 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Ord- wriq!! "tsolrt" 2018-Apr-02 13 24 07 ACCP. """ Right-Suite@ Universal 2018 18 0 04 RSU25790 Page 5 . KFLOW1205 Long View Lane\205_Long_ iew_Lane rup Calc=MJ8 Front Door faces NW YOflK IB.0 11 DIN4 Right-JO Worksheet Job: 1788 NEN' ®� Entire blouse Date: Mar 26,2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg corn Web www NYBTG.com 1 Room name Bed 1 Bed 2 2 Exposed wall 28 5 ft 24.3 ft 3 Room height 80 ft heat/cool 80 ft heat/cool 4 Room dimensions 155 x 130 ft 1.0 x 134.9 ft 5 Room area 201.5 ftz 134 9 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ft5 Load number (Btuhlft;°F) (Btuh/ft5 or penmeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 �j/ 12F-Osw 0 065 ne 366 0.78 104 96 328 70 104 90 328 " 70 I—G 4A4-2ow 0 350 ne 1970 2487 14 0 284 358 14 0 284 358 _ 4A4-2owd _ _ 0 350 _ne 1970 24 87 _ _ 0 0 0 0 0 0 0_ 0 IWI - 12F-Osw 0 085 se 366 078 0 0 0 0 90 76 277 59 14A4-2ow 0.350 se 19.70 3.1.03 0 0 0 0 14 0 284 447 W 12F-Osw 0.065 sw 3.66 0.78 0 0 0 0 0 0 0 0 �_- _G 4A4-2ow - _ 0.350 sw 1970 3103 0_- " 0_ 0 0 0 _ _ 0-- -0 _ _ __ -0 W 12F-Osw 0 065 nw 366 078 124 95 348 74 0 0 0 0 El4A4-2av 0 350 nw 19.70 2487 29 0 568 716 0 0 0 0 11 J 00 600 nw 3378 13.92 0 0 0 0 0 0 0 0 12C-Osw 0 091 - 5.12 0.76 0 0 0 0 0 0 0 0 -I-'—D_ _11J0, _- 0.600 -n 33.78 13.92_ 0 0 0 0 0 - 0 0 0 C 166-50ad 0.020 - 1 13 0.93 202 202 227 188 135 135 152 126 F 190-19bswp _ 0 049 - 2.16 0.36 202 202 - 436 72 135 135 292_ _ 48 6 c)AED excursion 85 -19 Envelope loss/gain 2190 1564 1616 1089 12 a) Infiltration 668 40 568 34 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 1050 1050 Subtotal(lines 6 to 13) 2858 2654 2184 2173 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2858 2654 2184 2173 15 Duct loads 8% 2% 226 47 8% 21% 172 38 Total room load 3083 2701 2356 2212 Air required(cfm) 144 123 110 101 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F# wrigF ttsotFtw Right-Suite®Universal 2018 18 0 04 RSU25790 2018-Apr-02 13 24 07Page 6 KFLOW\205 Long View Lane\205_Long_ iew_Lane.rup Calc=MJ8 Front Door faces NW NEN'YORK _ 6 of l'OIN G Right-J®Worksheet Job: 1788 Entire House Date: Mar 26,2018 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 2 Exposed wall 5.5 ft 3 Room height 80 ft heat/cool 4 Room dimensions 55 x 95 ft 5 Room area 52.3 ft' Ty Construction U-value Or HTM Area (ft') Load Area Load number (Btuh/W°F) (Btuh/ft� or perimeter (ft) (Bt h) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-Osw 0.065 ne 366 0.78' 0 0 0 0 �G 4A4-2ow 0 350 ,ne 19.70 2487 0 0 0 0 �—__G_ 4A4-2owd_ _ 0.350 ne_ _ 19.70 2487 0 _ 0 _ 0 0 �j 12F-Osw 0 065 se 366 078 44 41 152 32 11 —G 4A4-2ow_ 0 350 se 1970 31 03 3 0 51 80 �j 12F-Osw '0 065 sw 366 0.78 0 0 0 0 L C. 4A42ow__________ _0.350_sw 1970 _ 3103 __ 0 _0 0 0 _ IW 12F-Osw 0 065 nw 366 078 0 0 0 0 4A4-2aw 0.350 nw 1970 2487 0 0 0 0 D_ 11,10 0.600 nw 3378 1392 0 0 0 0 R 12C-Osw. 0.091 - 612 076 0 0 0 0 D 11J0_._- _______ _ _0 600 n _ 3378 _ 1392 0 0 0 0 C__ 16B-50ad 0 020 - 1 13 093 52 52 59 49 F 19A-19bswp _ _ _ 0.049 - 2.16 _ 0 36 _ 52 52 113 19 _ 6 c)AED excursion 7 Envelope loss/gain 374 187 12 a) Infiltration 129 8 b) Room ventilation 0 0 13 Internal gains Occupants @ 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 503 195 Less extemal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 503 195 15 Duct loads 8% 2% 40 3 Total room load 543 198 Air required(cfm) 25 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -4- !nuv !toM 2018-Apr-02 13 24 07 "" "' '"'"" " Right-Suite®Universal 2018 18 0.04 RSU25790 Page 7 ...KFLOW\205 Long View Lane\205_Long_Vew_Lane rup Calc=MJ8 Front Door faces NW rl Sales Division Database Desianer Date Wind Sneed gxa No.of Stories Premier Builders 32551 000 John Koehler 2/19/2018 136 C 1 Braced Wall Line: 4 Location: kitchen endwall Using a Designed Collector: if there are no IBW's present in a module,a Designed Collector must be used to transfer shear force into the IBW in the opposite module per the following calculations and guidelines. (Note,all connectors to be as shown or equal) Maximum Shear Capacities Allowable per Braced Wall Method 2015 SDPWS,Table 4.3A&4.3C,&ESR 1539,Table 18 Brace Wall Method Exterior Sheathing. Interior Sheathing Fastener Spacing E/ Shear Values I Shear Capacity I WSP 7/16"OSB 1/2"Drywall 0.437'x1 75"Staple @ V76" 230+75 305 CS-WSP 7/16"OSB 1/2"Drywall 0 437"x1.75"Staple Q 376" 230+75 305 GB 1/2"Drywall 1/2"Drywall #6 x 1.25" 7"112" 75+75 150 ABW 1 st floor of 2-s 7/16"OSB 7/16"OSB 8d nail 4"112" 490+490 980 ABW(2nd floor) 7/16"OSB 1/2"Drywall 8d nail @ 6"112" 335+75 410 "Shear Capacity value for the"ABW for 2nd floor"shown above may also be used for a single story dwelling" Max Shear Force on Braced Wall Line: Braced Wall Line 4 . Floor Level, 1'"" Designed Collector Member: 2 2X6 SPF42/1" House Width: 27.5 ft` Tension parallel to grain values for the member chosen is less than the Braced Wall Method. ,CS:WSP.: compression parallel to grain values,therefore compression parallel to grain Max Shear Capacity of BW Panel. :305` If (Table Above) is not shown(tension par to grain governs) BWP Req'd in Braced Wall Line- 7s3,ft. ft'= Ft x Net Section Area x Co x CM x Ct x CF x Ci x CP Max V Force Allowable on BWL:7.68 x 305=2343 lbs` , ft'=450 x 16.25 x 1.6 x 1.0 x 1.0 x 1.3 x 1.0 x 1.0 Max V Allowable on BWL: 2343 lbs '. M. ft'= 15216 16s Note,Designed Collector must be Laterally Braced along it's length. Max.Shear Force N...A Read vs. Designed Collector Tension Capacity 2343 Jbs < ;1 :5218 `... < -:(2)"2x6 SPF#2/1 Desi'd Collector OK Attach Designed Collector to Truss or Fir/Cla Above: Connection Across Marriage Wall: Fastening for Module'Without"the Interior Braced Wall VMAx on BWL: `:23A3 Ibs lbs VMAx= 2343 Ibs• Truss or Joist Length(L)_ "13,75 it V Distributed on BWL:23431.27.5=86 p1f (worst case) V @ Connection. 86 x27:5 I'2='1183.1bs`. Connector L$TA24' Fasteners Req'd(FTN)=VMAx/L/Z Fasteners: (�)I Od Nails pei eactiiend'of esch strap, FTM=2343:t`t3,75`l109 Connector Capacity:;: `2470.lbs FTN= j^a6: b 0;131"x 3-1/4"Toe-nails/foot Check VMAx on BWL vs.Connector Capacity. (worst case) 183 < 2470 = Connector Shown OK., Fastener o.c.Required=(121 FTN) _• 7.68 in o.c. Attach Designed Collector to Interior Braced Wall Top Plate: Fastening for Module"Containing"the/ntenor Braced Wall VMAX '2343Ibs Min.Length of IBW(L) "Roofed Module"Fastening Fasteri,Truss to Designed Collector With 0.131")(3,114'Nails.@ 7+.W o.'c" Fasteners Req'd(FTN)=VMAx/L/Z FTN=X34317:68 FTN=, 2.80 0.131"x 3-1/4"Toe-nails per foot Fastener o.c.Required=(12/FTN) _ "4.29 in o.c. Capacity Simpson Connectors Fastening 595 LPT4 Plate 6 8d x 1.5"nails in each member. 2470 (2)LSTA24 9 10d Nails per each end of each strap. 3280 2 LSTA36 12 10d Nails per each end of each strap. 4065 HDU5-SDS2.5 1 per module 1 5/8"Diam thru-bolt, 14 SDS25212 Screws per HDU5. 8130 HDU5-SDS2 5 2 per module 1 5/8"Diam thru-bolt, 14 SDS25212 Screws per HDU5. Program Revision Date: 7/7/2017 . °fixes 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 g �� 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 O.C.) O.C.) 6d Common 1.5 24/0 3/8 16 6 12 140 115 110 (2.0"4.113") 16 3 6 140 140 140 8d Common 1.75 24/16 7/16 16 6 12 170 140 135 (2.5"0.131") 24 6 112 140 115 110 I i is�✓ �.°� -�'" k. .` al 3� 03/12/18 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. INDEX f 5 MODEL LIST- T DESCRIPTIONATE DATE OF SHEET DESCRIPTION DATE DATE OF 2a RANCH - 1 FAMILY NUMBER DRAWN -REVISION NUMBER , la COVER SHEET 3-22-91 8-18-2017 7a--CROSS SECTION for 2a,h,q 3-22-91 5-01-2016 Zb CAPE - 1 FAMILY ` 7a_1 RESERVED FOR LATER USE ----- .--- 2c RAISED RANCH - 1 FAMILY 2e TYP RANCH PLAN 3-22-91 6-01-2016 7e_2 2d RANCH ELL - 1 FAMILY 2b TYP CAPE PLAN 3-22-91 6-01-2016 ALTERNATE BRACED WALL 2e RRNCH TEE - 1 FAMILY 2c TYP RAISED RANCH 3-22-91 6-01-2015 7a-3 DETAILS 11-1-2005 8-18-2017 2f SPLIT LEVEL ELL - 1 FAMILY 2d TYP RANCH ELL 3-22-91 6-01-2016 ALTERNATE BRRCED WALL 2 SPLIT LEVEL TEE -1 FAMILY DETAILS 2e TYP RANCH TEE 3-22-91 6-01-2016 7a-4 6-01-2016 --- 2h RANCH - 1 or 2 FAMILY 2f TYP SPLIT LEVEL ELL 3-22-91 6-01-2016 7b CROSS SECTION for 2b 3-22-91 6-01-2016 21 RAISED RANCH - 1 or 2 FRMIL 29 TYP SPLIT LEVEL TEE 3-22-91 6-01-2016 7C CROSS SECTION for 2cA 3-22-91 6-01-2016 2 2 STORY - 1 FAMILY RRNCH- 1 STORY- 1 FAMILY 3-22-91 6-0.1-2016 7d CROSS SECTION For 2d,e 3-22-91 6-01-2016 21 2 STORY - 2 FAMILY ATTACHED OR 2 FAMILY 7e CROSS SECTION for 2f„I 3-22-91 6-01-2016 2k_1 2 STORY UPPER/LOWER - 2 FRMILY RAISED RRNCH 1 FAMILY 7F CROSS SECT. for 2i,k,k_l,n 3-22-91 5-OL-2016 2l END TO END SPLIT - 1 FAMILY 21 ATTACHED OR 2 FAMILY 3-22-91 6-0.1-2016 7f-2 CROSS SECT. for 2s 2-15-1995 6-0.1-2016 2m CONTEMPORARY 2 STORY - 1 FRMILY 2j. TYP 2 STORY 3-22-91 5-01-2016 79 9/12 OR 12/12 ROOF OPTION 3-22-91 6-01-2016 ( 2n ISINGLE FAMILY ATTACHED - 1 FAMILY 2k 2 STORY- 2 FAMILY 3-22-91 6-01-2016 79-1 12/12 VAULTED ROOF OPT 3-22-91 B-01-20161 20 I 1 MODULE RANCH - 1 FRMILY 2k1 2 STORY UPPER/LOWER 2 FAMILY 6-14-93 6-01-2016 79_2 7/12 VAULTED ROOF DPT. 8-10-2005 6-01-2015 ( 2 1 MODULE WIDE 2 STORY - 1 FAMILY 21 END TO END SPLIT LEVEL - 3-22-91 6-01-2016 79_3 VAULTED ROOF FRAMING DET.10-31-2006 6-01-2016 2q 3 MODULE RANCH - 1 FAMILY 2m TYP CONTEMPORARY 2 STORY 3-22-91 6-01-2016 7h CRO55 SECTION for 2m 3-22-91 6-01-2016 (2r SALT BOX - 1 FAMILY i.J rA c: Y2n 1 FAMILY ATTACHED- 2 STORY 3-22-91 6-01-2016 7i OPT. CROSS SECTION for 2 3-22-91 6-01-2016 2s 3 MODULE 2 STORY - 1 FRMILY 20 I TYP SINGLE MODULE RANCH 3-1-93 6-01-2016 - 7,1 ALTERNATE CONST. DETAILS 3-22-91 6-01-2016 21 ALTERNATE 2 STORY - 1 FAMILY 2p TYP SINGLE MODULE 2 STORY 3-1-93 6-01-2016 7k ALTERNATE CONST. DETAILS 3-22-91 6-01-2016 v INDICATES MODEL PAGES 2 3 MODULE RANCH PLAN 3-22-95 6-01-2016 71 ALTERNATE CONST. DETAILS 3-22-91 6-01-20161 /� 2r SALT BOX 3-22-95 6-01-2016 7m ALTERNATE CONST. DETAILS( 3-22-91 6-01-2016 NUMBER OF PAGES IN THE SET NOT INCLUDING COVER SHEET 2s 3 MODULE 2 STORY PLAN 2-13-95 6-01-2016 7n ALTERNATE CONST. DETRILS 3-22-91 6-01-2016 DRAWINGS SUBMITTED ON LESS THAN 24”x 35' 2t ALTERNATE 2 STORY 3-22-95 6-01-2016 7P CROSS SECTION for 20 3-1-93 6-01-2D16 SHEETS HAVE BEEN PHOTOGRAPHICALLY REDUCED. 7q CROSS SECTION for 2p 3-1-93 6-01-2016 2E_1 I OPTIONAL ELEVATIONS 3-22-91 6-01-2016 2E_2 I OPTIONAL ELEVATIONS 3-22-91 6-01-2016 Ba FRAMING DETAILS 3-22-91 6-01-2016 Bb FRAMING DETAILS 3-22-91 6-01-2016 Bc FRAMING DETAILS 3-22-91 6-01-2016 S 3a SCHEDULES 6 NOTES 3-22-91 8-18-2017 Bd FRAMING DETAILS 1-13-96 6-01-2016 3b SCHEDULES 6 NOTES 3-22-91 B-18-2017 Be FRAMING DETAILS 4723710 6-01-2016 STRUCTURAL SCHED, d NOTES 6-01-2016 Be-1 FRAMING DETAILS B-01-2013 6-01-2016 3c 35 - 65 PSF GSL 3-1-93 Bf FRAMING DETAILS 03-10 6-0.1-2016 3c1 STRUCTURAL SCHED. d NOTES 3-1-93 6-01-2016 65 - 911 PSF GSL 9a FIRE RATED ASSEMBLY DETAILS 3-22-91 6-01-2D16 2 FAMILY 4a FOUNDATION for 2a,b,I,m 3-22-9116-01-2016 96 FIRE RRTED R55EMBLT DETRILS 4b FOUNDATION for 2c 3-22-91 6-01-2016 3-22-91 6-01-2016 2 FAMILY �,so)aa44�, 7c FOUNDATION for 2d,e 3-22-91 6-01-2016 9c FIRE RRTED RSSEMBLY DETAILS 3-22-91 6-01-2016 4 t- 4d FOUNDATION for 2f,8 3-22-91 6-01-2016 UPPER/LOWER - Z FAMILY 4e FOUNDATION for 2h,k,k1 3-22-91 6-01-2016 9c_l GRRRGE FIRE RATED FISSEMBLIM 6-01-2016 4f FOUNDATION for 21 3-22-91 6-01-2016 9c_2 GARAGE FIRE RATED RSSEIILmS 6-01-2016 49 1 FOUNDATION for 21 3-22-91 6-01-2016 9d ZERO-LOT-LINE FIRE RATED 11-18-96 6-01-2016 �� s2l�d`c 4h FOUNDATION for 2n 3-22-91 6-01-2016 RSSEMBLY DET. - 1 STORY 41 FOUNDATION for 2o,p 3-1-93 6-012016 9e ZERO-LOT-LINE FIRE RATED 11-18-96 6-0.1-2016 8/21/17 4} FOUNDATION for 2 3-22-95 6-01-2016 R55EMBLY DET. - 2 STORY O 4k FOUNDATION for 2s 4-23-2010 6-01-2015 9f THRU-PENETRRTION RSS'Y 4-01-2013 6-01-201fi 5a ELECT d HEAT for 2a 3-22-91 6-01-2016 Sb ELECT d HEAT for 2b 3-22-91 6-01-2016 l0aRTTIC HVRC DUCT SYSTEM 3-ZZ-91 6-01-2016 ------ -—-- -- �- - - - _--- — --_ SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL Sc ELECT d HEAT for 2c 3-22-91 6-01-2016106 TYPICAL HVRC DUCT SYSTEM 4-1-97 6-012016 DESIGN LORDS MUNCY HOMES, INC. - PLRNT LOCRTIONS NOTES RRNCH.RND CAPE MODELS FLOOR: 40 PSF LIVING - 30 PSF SLEEPING PLANT NUMBER 1: SALES DIVISIONS: L DISCRETE MODELS(PLANS HAVING THE SAME SPECIFIC 5d -ELECT d HEAT for 2d,e,f, 3-22-91 6-01-2016 STAIRS: 40 PSF 1557 PR ROUTE 442 MUNCY HOMES OR'REVERSED ROOM ARRANGEMENT AND/OR 5e ELECT d HEAT for 2h 3-22-91 6-01 2016TYPICAL HVRC DUCT SYSTEM 4-1-97 6-01-2016 ARCHITECTURAL STYLE)SHRLL BE PREPARED FROM 5f ELECT d HEAT for 21 3-22-91 6-01-2016 lOc 2 STORY MODELS DECKS AND BALCONIES: 50 PSF MUNCY, PR 17755 SUPERIOR BUILDERS THESE DRAWINGS WITH OUT MODIFICATION.ADDITION PREMIER BUILDERS OR DELETION IN ANY MANNER 59 ELECT d HEAT for 2,),k 3-22-91 6-01-2016 ATTICS WITHOUT STORAGE: 10 PSF PLANT NUMBER 2: 2. BATH.TOILET AND SHOWER ROOM LAYOUTS SMALL BE ATTICS WITHOUT STORAGE ARE THOSE 1565 PR ROUTE 442 DERIVED FROM SHT fie.MINIMUM FIXTURE CLEARANCES, 59_1 ELECT d HEAT for 2k1 6724--93. 6-01-2016 LIGiWHERE THE MAX. CLERK HEIGHT BETWEEN MUNCY, PR 17756 SEE SHT B. 5HA11 BE COMPLIED WITH. Sh ELECT d HEAT for 21 3-22-91 6-01-2016 JOIST AND RAFTER IS LESS THAN 42 MINIMUM ROOM RIM'S,AREAS,LIGHT,VENT AND EGRE55 51 ELECT d HEAT for 2m 3-22-91 6-01-2016 INCHES, OR WHERE THERE ARE NOT 2 OR PLANT NUMBER 3: FOR HASrrRBLE SPACES SHALL BE COMPLIED WITH MORE ADJACENT TRUSSES WITH THE SAME 1567 PR ROUTE 442 3. KITCHEN LAYOUTS SHALL BE DERIVED FROM SHT Be. 5I ELECT & HEAT for 2n 3-22-91 6-01-2016 WEB CONFIGURATION CAPABLE OF MUNCY, PR 17756 MINIMUM ROOM Dills,AREAS LIGALLHT VENT AND EGRESS 5k IELECT d HEAT for 20 3-1-93 6-01-2016 CONTAINING R RECTANGLE 42 INCHES HIGH FOR HABITABLE SPACES SMALL BE COMPLIED WITH. SI ELECT 6 HEAT for 3 1-93 6-01 2016 BY 2 FEET WIDE OR GREATER. MODULES TO BE MANUFACTURED BY 4.CLOSETS MAY BE ANY 5IZE AND PLACED ANYWHERE MINIMUM ROOM DIMS,AREAS,LIGHT,VENT AND EGRESS Sm ELECT d HEAT for 2q 3-22-95 6-01-2016 MUNCY HOMES, INC. FOR HABITABLE SPACES SHALL BE COMPLIED WITHDEPARTMENT OFSTATE ATTICS WITH LIMITED STORAGE: 20 PSF USE GROUP: DETACHED ONE d TWO FAMILY DWELLINGS CLOSETS OR STORAGE AREA5 ST®AS HABITABLE Sn ELECT & HEAT for 2r 3-22-95 6-01-2016 DIVISION OF BUIDWG STANDARDS AND CODES ATTICS WITH LIMITED STORAGE AND SPACE SHALL COMPLY WITH HABITABLE SPACE So ELECT for 2s 3-22-95 6-01-2016 ALBANY,NY 12MI-OOD1 CONSTRUCTED WITH TRUSSES, THIS LIVE AND/OR TOWNHOUSES REDUIREMENT5 SEE SHT S. Stamp o/Appmvalfora System,Model or Component CONSTRUCTION TYPE: V-B UNPROTECTED S. FOR DOOR AND WINDOW SCHEDULES,ENERGY SUMMARY, Sp HEAT for 2s 3-22-95 6-01-2016 LORD NEED ONLY BE APPLIED TO THOSE SEE DRAWING 3e.FOR SECOND FLOOR STAIR DETAILS, M1387 2017-123 10/20/2017 PORTIONS OF THE BOTTOM CHORD OF NOT SEE DRAWINGS 7b,7f,7h.71,7 Sq ELECT for 2t 3-22-95 6-01-2016 ManutaclulersNe 9mtonNm DaleotAppmval FOR LOCATION OF THIRD PARTY LABEL, q �p LESS THAN 2 ADJACENT TRUSSES WITH CERTIFICATION LABEL RND DATA PLATE, SEE 6 NFPR 130 FIRE SPRINKLER SYSTEMS(83131 6 2 NYS Sr HEAT for 2t 3-22-95 6-01-2016 NDfICETW&)lhalao Wcabm dasseawnpomnktory hdmymamheurm THE SAME WEB CONFIGURATION 2017 UCS)ARE REND FOR 1 d NG MR LY DWELLINGS AND This ys(Modu arl Nalamhhdmbaandaramhlede ha hoaymanuWurershcRy. GENERAL NOTES - 2 NOTE tt7. SHT 3b. Tow 1)3-Ss WHEN THEBOO GRADE MRS A tETCHr of inbappaaleift.glWmamamraauauamespammuybrdaeu�,emna CONTAINING R RECTANGLE 42 INCHES ll 3-STORIES ABOVE GARDE PLANE orwabsiwfiameeelpmveaaoamen2 HIGH BY 2 FEET WIDE OR GREATER RPPLTCRRLF CODFS d STANDARD 2)2-STORIES ABOVE GRADE PLANE 6 HABITABLE ATTIC AO sae raialm acmusl heiaviawad(meprywaf hyNeloralCoae Fslorrnmml0lfidaL ATTIC SPACES SERVED BY R FIXED STAIR 3)3-STORIES ABOVE GRADE PLANE 6 HRBITRELE ATTIC6e MISCELLANEOUS DETAILS 3-22-91 6-01-2016 SHALL BE DESIGNED TO SUPPORT THE - 2015 IRC WITH SPECIFIC CODE PRINTINGS, -DEFINITION R202 BASEMENT)R STORY THAT IS NOT f By WAdv MINIMUM LIVE LORD SPECIFIED FOR APPENDICES, b REF'D STANDARDS AS IDENTIFIED R STORY ABOVE GRADE PLANE (SEE AL50"STORY fib TYP PLUMBING - RLL MODELS 3-2 -91 8-18-2017 IohrSRAddado,PE,'ACIng Dhecor D IAndmades,RA IN THE 2017 UNIFORM CODE SUPPLEMENT (UCS). ABOVE GRADE PLRNE'1 6b_1 PLUMBING for 2,k,k_1 3-10-97 6-01-20.16 SLEEPING ROOMS (30. PSF). -DEFINITION R20Z STORY ABOVE GRADE PLANE:ANY STORY - NYS 2016 ENERGY CODE - REF THE 2015 IECC HAVING rf5 FINISHED FLOOR SURFACE ENTIRELY ABOVE Sc PLUMBING for 2m,n, 3-22-91 6-01-2016 WIND: 35G, EXP. C (std) EXP. D (opt) WITH SPECIFIC CODE PRINTING, APPENDICES, GRADE PLANE, OR IN WHICH THE FINISHED SURFACE OF 90 - 120 mph NOMINAL (Vasd) 6 REF'D STANDARDS AS IDENTIFIED IN THE 2015 THE FLOOR NEXT ABOVE IS EITHER OF THE FOLLOWING 116 - 139 mph ULTIMATE (Vult) ENERGY CODE SUPPLEMENT (ECS). RLL 2016 UCS D MORE THAN fi FT ABOVE 6 FT GARDE ABOVE GRARE PLANE. MASTER SERIES 140 mph ULTIMATE 6 TOPOGRAPHIC WIND REFERENCES IN THE NYS 2016 ENERGY CODE SHALL THAN 505 OF THE TOTAL BUDDING PERIMETER INSTEAD REFENCE THE 2017 UCS. 3)MORE THAN 12 FT ABOVE FIN GROUND LEVEL AT EFFECTS REQUIRE ENGINEERED DESIGN INDEX ENERGY CONSERVATION COMPLIANCE SHALL BE ANY ONE POINT. GROUND SNOW LORD - Pg: 35 - 90 (FIG R301.2(5ll THROUGH CHAPTER 11. COMPUTER SOFTWARE AS WHEN ASSED ON1TTHHEODEFINl�EDON)INCLUDING TRADITIONNERED A BASEMENT COVER SHEET PROVIDED IN SECTION NUOZL5 - REScheck. WALK-Dui BASEMENTS,AND THE NEXT 2-LEVELS ABOVE SEE AS BUILT FLOOR PLAN FOR WIND AND RESCheck CALCULATIONS-SHALL--BE-DONE FOR-ERCH ---- ARE STORIES-ABOVE GRADE PLRNE(SRSED ON THE _— -- - MUNCY HOMES, INC. SNOW DESIGN LORDS UNIT AND SHALL BE PROVIDED TO THE AUTHORITY DEFINITION),AN AUTOMATIC FIRE SPRINKLER SYSTEM IS HAVING JURISDICTION. "NOT"REQUIRED.- RSHRRE 90.1-2013 (RS INDENTIFIED IN THE 2016 ECS) 1567 PR ROUTE 442 -WHEN THE 1ST OF 3-LEVELS(WHETHER DNHRBITED OR SEISMIC DESIGN CATEGORY: B, C OR DO UNUSED UNDER-FLR SPACE)IS CONSIDERED A STORY MUNCY, PR 17756 TOWNHOUSES SHALL BE DESIGNED TO SEISMIC - NEC 2014 ABOVE GRADE PLANE(BASED ON THE DEFINITION)AND THE OR DO PER R301.2Z DETACHED ONE AND - NFPR 13D 2015 NEXT 2-LEVELS ABOVE ARE ALSO STORIES ABOVE GRADE TWO FAMILY DWELLINGS LOCATED IN SEISMIC - ASCE 7-2010 P�yER AYSTE I9 DEFINITION), E InoEFriv�oN).AN AUTOMATIC FIRE DRN BY DRTE SCRLE REV. HT. N0: DESIGN CATEGORY C ARE EXEMPT FROM THE - NDS 2015 7.-FOR FIRE RATED ASSEMBLIES,SEE DRAWINGS)9 DATABASE NAME SEISMIC REQUIREMENTS Ol\leml MJL 3-22-91 NONE 8-18-2017 la 22'-0" 4'-11 1/2" 4'-11 1/2" ()F E� HIP 005 @E!I��r z-s• 35 52 �FrELD IN 35 52 z-r' rHERS 4r G S .�.- 2.iiCK EiilD9 RO 3" 2 JACK STUDS fV r J,�;; car 0 � LVL MR w/�J=STUDS 4'SiRFPS FROM TOP OF CLG BERM N FORSTRWS w/IL 10a NAIl S fSFCFI ENl STUDS To FLRMR�1E�MH WEOFco ` s 08525 NRII.S EACHETD � 03/12/18 ® - ®_ - 4 w JJ J al Z 27LM 50. FT. li ma 3 .mFR � 3 FR N To Co[14'Sf1UDS FROM TOP OF CLG COMBINED FR/DR To COLUMI ST1105 w/LL f0a N9Il5 EACAi EM LT REOD/PROV'0: 32.37/10524 d 4-LS)RIS SIRRPS FROM 57(DS TO VT REOD/PROV'D: 1619/5022 w/7 1011 NIMLS EACH END 52'-0" 47-11" 37'-11 1/2" 27'-2 3/41' 15'-2 1/ 6'-9 1/2" cn 0 In ® WRLL-A � m 2X4 KITE WRu. �� rs� WALL-5 z-u 1/2' z-5 3/4• ® T-0 HGr- 87 T 9 v4" R0 9z x845° --- ROiJz'x84S f 3859 AW3212 3859® ----------- -------------- ------ ------ -----_--------- m E I EGRESS _T HDR--3-2x8 5PF2 y HDR-3 2xe SPF2 10'-8 1/2" 4'-11" 2'- " 10'-8 1/2" ,, 10-0' 8'-10" ® 1/ " �1 FffiERGLR55 I 3 I 10'-10" I Nm I 3T° N co L+7 i Go - P7 (V �g I Ell F1 8/WFl J 3 j m \ A H I ---- 63. 01 W DINING RM 10257 sa FT.107.48 so Fr cn 13333 SM FT. 0o LT REOD/PROV� 82v12A5 ® o , .-I LT RE01]/PROV'D: 8.60/2410 VT REO'D/PROVU: 411/5.71 3 (n ; ` VT RE70U/PROvv 430/1142 m KITCHEN ON 0 ® o I moe 1' t 5'-0 1/2" -8" m — m I OATR F'Ui7E 6 LABELS m1N � WR 2 30 � 3D 3 1 3 m " 1 m B48 Q ,'} 9-0 4$W$ ---- Q' RCCESS O 1 W3614 W4830 W3014 N O �, m 1 30 24 W/R-21 N ------ -- --- --- WALL-1 ' --- i I 4 (DR7 T LORDS THIS 8k-4 1/2 16"oc TRUSSES) _ 9 W/D BRACED WALL COLLECTOR IN A=BY FACTORY � J o I 3 2-SEMPSON LSTF124 B43TALLM ON-'ITE BETWEEN $ J GAli RGE POR rAL 00 m I MODULES BY BLOB SEE R7TACFED'BRACED 3FRF ItE _ CS S H N m WALL RNF LTSW FOR FASTENING -- ------- --- 1 - I� l T V I¢ C3 o ' 7a--- *v o L,... �p /SWEEP Z !7t]Ll l v mgS� O -1 rn LdJli 4 3 ' n''A'S S/6• GYP BD CLG d 3 N PJ G= IV Fn PI 1MR7TY; FLYTIRF OW RATES �' �' 5 OF ^`� L� Ia' GYP BD WALL "�'' -4 &� (.'] -4 .4 LT REO'D/PROV'D: 1513/3515 I �'-' _ PER 2017 UCS SUPP: (MR)QUMS) I t 4r H LRV FAUCET. 1S a 60 0 VT RE0'D/PROV'D: 75//1713 iV WFLL I �] N� r - g� gppyr '� m m \ BATH 2 i L° iy ilm aN II�R FFlNDHELD 5W8R SPRAY) Z4__ WATER CLOSET: L3 gal PER FLUSH CYCLE O1 I w o SINK FAUCET. 22 m e So n Ld 3 0 BLOWER DOOR TESTING BY; 14'-6 1/2" '-0" 2' " W- 1 '-1" 5-7" 22'-1 1/2" m NY BUILDING TECHNOLOGY GROUPago I m THOMAS BRCCILRELLR 159 NY-25A BUILDING 1 SUITE E) N t NY 11764 6MILLER 4RPPLA. 4'-7 1/4" L 38592 ® T-0 v2' 3037SG 1, 3-u yr 3037SGL',� 36 1't3� 3037 L s'-uy2" �. 3037 -5 3/4" 38592 DOOR d WINDOW DESIGN PRESURE REQUIREMENTS: 45'-1' ® ® ® 7'-1" RLL DOORS d WE40OWS SHALL HAVE THE FOLLOWING DE5IGN PRESURE BASED ON "C' EXPOSURE. „ " u u " a WALL-B 8'_6" zo25 IN�OF ON sa 135 mph vmk 61'-0" 53'-2 3/4 '- 41'-9RSTSED ROOF PORCH 36-311 5,�3 31-1 26-11 20-5 3512 ZONES29'-1 3/4 „ 22-7 1/4 ACED WALL LINE 2x6 SPFs2/L RRFTER s 24"oc ro NY GSL OGTFT F 3-2x6 SPF*2/1 HERtsys DER GSL BRSE(3012(S))/ELEV= 30/<1000 COLUMN SUPPORT 9'-D•oc MAX SPACING NOTE'WINDOWS SHALL COMPLY WITH 72 d '15 IRC C09 6)22 O6 6139. SEE SYSTEM GSL REO'D/DESIGN= 30/35 COLUMN TO WITHSTAND RXIRL LORD 3284* SHT 3a, WINDOW NOTE 4. WINDOW SILLS FRE LO 24'SMIIO RFF. tae iwuss�mmR+m 02-22-18 JK PE AND (PLIF f LORD 3373* PREMIERBUIL®ERS 02-05-18 DM REV NY NOTE DECSNOW ZCNE-- 35 GSL „mom,, 01-09-18 DM REV SIDEWRLL-- 2x6 16'oc WIIdDOWS= SILVERLIIE SH ROOF- 7/12 MONO 28W i6"oc (908) A=W M GFMWrW S K 12-18-17 DM REV fPPI ICREILE BUILDING CODES: MRRR WALL= 2x3/2x6 16"oc CLG= R-44, WRLL= R-21 ROOF= 7/12 SGL MOO 14W 16'bc (908) 0g •A ' A r u-�17 REV V 2015 IRC: 7515 IECC) 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS IDT ITNF FTRF RFITTOM - NOT RFD maFn FIIIISHEM FLOOR <6' ABOVE GRADE FLOOR JST= 2x10 16'bc FLR= R-1903Y BLDR) ROOF-- 7/12 RAISED R 28W 15bc (758) THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WALLS/PROJECTIONS >S FROM LOT LINE AROUND ENTIRE PERIMETER � WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL-ON FILE WITH FLOOD ZONE - NO CLG. HGT. 9-0' (SEE RESCFECIO ROOF= 5/12 MONO 22W ls'oc (525*) TURN KEY / PRRMR MRINSTREET THE DEPT OF STATE. WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM *M1387-2017-123. FOUNDATION TYPE- BASEMENT RDOTL B5MT COL - * STAIR OPEN'G(5) BASED DESIGN WIND ZCNE-- 135 Vuft Rm mm oWRRN11dG LT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON. STORIES ABOVE GRADE - 1 LREEL - ■ ON 825'/9,00" GEOMETRY DEST. 205 LONGVIEW LANE FLOOR PLRN CUSTOM UNLESS FE 15 ACTING UNDER THE DIRECTION OF A LICENSED PRCFESSMRL ENGINEER. SPRIN)�ER REGL REO - NO SOUTHOLD, NY 11971 Mnowm �c TO ALTER THIS ITEM IN ANY WAY. DESIGN BASED ON STD INTERIOR CASING TRIM SUFFOLK CO. CD 09-22-17 3-16"=1'-0" 32551_000 20 r------------------------- I i o ; a0 1 I 20 FF 20 cc zo ------------------------IDR ' TT Zia I I S °s 03/12/18 ---——1 i�-s I r I I I 20FAN SX -`am-T-m I EELOW 0.G I I (#7111 I `---- --, .1.20 I i- --- ---------- 200 I 11 I �MR 3NO 20 ------- 1213 �'1 U)-j: ' p_ I r------------(R�--- ---�R} 7 20 20 S D `r' 1' 20 L r-- --------------- --------------- I I 1 53 I 5 5 1 5 3 2n I o I I -{RrR-------- I ' ' 3 1" 9 I I .A. j I I I I AID CFM/ - 1 I r- I 15 30 CFM CR T4--3 P P 11-9 5 5 I I SV v I I I - r-- -'-- SWITCH PNO WIRE 3 5 i F FOR UNDER CAB LIGHTS S 2a ; I 13 I 5 I I I ' 6�I 5 I ' ---- 'r- 6 5 SL -�- 4 SQL 1'iC7OC I I r------ I I I I I - 31 r------- , 8 r-- 3 3 ------' I �s- 1 3 I -I------------- L-5 - I I_ I _------ ---' j .� ------------------- - ---- ----- r----------- _ I t I 3 ` 3 `---' WMT D 2n 2a I 2 2 2 9Y 2 1 I A7, ' SL I r---_ r -�-:In I 6 6 I '-------------- I 8 8 I I 1 I I 12 11 ■ 8 6 I 1 I I I fIFCI - -----13-lhTJ-' I � I I" r- � I 7 � I 7 U7------------=------------------------------- --' I I (A----, I I --------------- I le I I I I I I WHOLE HOUSE MECHANICAL VENTILATION �M1507 2015 IRC) s OF BEDROOMS - 9 __ 6 4b ~ �$ I I •,.L ,---------------- FLOOR ------- 8� 1 FLOOR AREA SO FT -1544 I I I I I AIR FLOW REQUIRED - 60 CFM'S AIR FLOW PROVIDED - 78 CFM5 MINIMUM REQUIRED BATH FRN SIZE - 6'0 CFM 7 i I (SEE NOTED CONT. RUN BRTH FANS) 11 1 1 ' •BATH EXHfDST FAS amw-la"LEM FOR THE WH0.E I 50 CF ��PROVIE iN f�7L MW 6 8� I I 7 ' 8 I I � UO CFM/ ELECT A 6 7 8 ( Sn 8 90 CFM CR _ 8 - --7-I COIL) S3 7 WP - --- L W= PROTECTIONdTRMPEZEO-RSSTfNT RECPTS.PROVIDED PER 2008 NEC -�---------------------- ----------------------------- - I -'IIIII' 2. ALL CEILING LIGHT BOXES SHALL BE RATED FOR SO* PER 2008 NEC 31427 (A) 3 ON-SITE DECK/PORCH/5T0OP SHALL EXTEND (HIDER EXT GFCI RECEPT AS SHOWN 50 THE RECEPT MAY BE ACCESSIBLE FROM THE DECK/PORCH/STOOP 4. REDO FRONT d REAR EXT GFCI RECE'T SHALL BE ACCESSIBLE FROM GRACE ADDITIONAL"GRADE-ACCESSIDLE" EXT GFCI RECEPTS SHALL BE PROVIDED AND B67SLLED BY OTHERS (BELOW THE MODULES) AT THE FRONT AND REAR LSV: OF THE HOUSE SHOULD THE RECEPTS SHOWN NOT BE ACCESSIBLE FROM GRRDE 5. ATTIC LIGHT REQUIRED IF SPACE IS USED FOR STORAGE OR CONTAINS EQUIPTMENT JK PE REOUDMG SERVICING, PER 20013 NEC. SEC ZMMFAX9) TO BE PROVIDED AM nog o no m uo� nw.xs m on•c�m OZ-22-18 NY NOM INSTALLED ON-SITE BY OTHERS. PREMIERBUILDERS � ' M12 188 18 OM REV A w M QF MLR T m K 01-09-18 OM REV APPLICRBLE BUILDING CODES: ZZU7 h RN Fs VM•670006 L2-18-17 OM REV 2015 IRC: 2015 MCC; 2014 NEC -ALL AS M007M BY THE NYS 2017 UCS Irinv� mwo��s a U-30-17 CD REV THE PLANS AFD SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM R40 CONSISTENT soa® WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH HEAT SYSTEM:ON-SITE BY OTHERS TURN KEY / PRRMR MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM,*M1387-2017-123 HEAT CALC's PROVIDED ON-SITE BY OTHERS TO BE REVIEWED/APPROVED By THE LOCAL AHJ ••WANG IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON. _CI MM USTOM UNLESS HE Is Flop UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, NOTe GAS LINE PROVIDED d INSTALLED ON-SITE BY OTHERS ME ELECT. PLRN� TO ALTER THIS ITEM IN ANY WRY. 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I I \ 1 I c 1 I I SLIDING AND OVERTURNING LORDS ARE RESISTED BY I I I I I PRESCRIPTIVE ANCHOR BOLT CONNECTIONS AND SPACING I I Irl 1 I cn r' Ne , _ I I PER 20115 IRC SECTION R40312 I I ' 1 I #�`e° �y I I 1 I ,m.� I I NOgM.L A 1/2"xSSd2' STEEL PLATE IS REQUIRED ON COLUMNS. I t I 1 C R2 'f" ' , Z SEE FLOOR PL V4 FOUNDATION PLAN AND SETUP INSTRUCTIONS FOR SECURING MODULES TO FOUNDATION (COLUMNS. PERIMETER d CORNER RNCHCRS OF REQUDaM pMLLL aC I ALL GI20ER SPLICES MUST BE LOCATED OVER POST. I p 9 0 - Ca ? � ""y 1'1 UL1 I 1 -]Zo PSM ELF UPLIFT I I ——-139 PLF UPLIFT__ t1111 I `- --------' `---------------------------- I S� I I - G1y $3�5� `G� I 1 38-411 , I 22'-8" 03/12/1815'-1111 I , 28'-D" I I 17'-111 COLUMN SPACING i C] � ORXIFL90R384* ICVJ O * I NY NOTa PREMIERBUILDERS L___________________________________________________________J AM M OFMWCr�K APPLICABLE BUDDING CODES: ffi7 H Fm T7JlE•670CAdD6 2015 IRC: 2015 IECCD 2014 NEC -ALL AS MODIFIED BY THE NYS 2017. UCS NOTES L THIS FOUNDATION DRAWING APD NOTES ARE FOR REVIEW ONLY. ACTUAL NOTE. FOUNDATION SHALL BE DESIGNED BY R NYS DESIGN PROFESSIONAL WITHyy THE PLANS AND SPECIFICRTIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT FOUNDATION DESIGN TO BE APPROVED BY R PROFESSIONAL.ENGINEER KNOWLEDGE OF LOCAL SOI_ CONDITIONS. THIS SAMPLE PLAN IS MEANT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WLTH THE APPROVAL ON FILE WITH OR REIGiSTII�D ARCHITECT. ONLY TO COMMUNICATE THE DIMENSIONRL AND LOADING INFORMATION TO TURN KEY / FARMA M�AINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/201.7 UDDER SYSTEM •M1987-2017-123. 2. THIS DRAWING TO BE USED FOR DIMENSIONS ONLY. DESIGN PROFE55MNRL SO THEIR FOUNDATION DESIGN IS COORDINATED I SEE FLOOR PLAN FOR DIMENSIONS OF UNITS d STAIR LOCATION. WITH THE REQUIREMENTS OF THE MODULAR BUDDING. R FOUNDATION LAYOUT R'1= -WAL3NING: IT IS R VIOLATION OF THE NYS EDUCRTION LRW ARTICLE 145 FOR ANY PERSON. 4,SEE MASTER SERIES DWGSo SAT. NIL 30 6 4e, FOR NOTES AND DETRILS CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFE55IONRL ENGINEER, 5. MAX. CENTER FLOOR GwER SUPPORT COLUMN SPRCING= S-2" "INFORMATIONAL ONLY" TO ALTER THIS ITEM IN ANY WAY. Ia.+.Un O2-22-18 PE 316"=1'-D" 1 32551_000 RIDGE VENT RIDGE VENT 7/12 RIDGE VENT 7/12 7/12 8'-6' 61.3 PW SNOW DRIFT LOAD RIDGE VENT MRH 4.4/12 CLG FM EII855 ET,RESS 98' FLR GRADE ACCESS BY OTHERS L EXTERIOR WALL FINISH TO BE VINYL. Smu 2.EXTERTOR LIGHTS ARE SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 3 SIDING FOR ENDS 15 SHAPED LOOSE FOR FIELD FRONT ELEVATION INSTALLATION BY OTHERS 4.STOOPS, STAIRS, HRNCRRILS, GUTTERS, DOWNSPOUTS, AND SPLASH BLOCKS ARE FURNISHED AM INSTALLS) BY OTHERS IN ACCORDANCE WITH STATE ANDAR LOCAL CODES. GUTTERS 6 LEADERS MUST BE INSTALLED TO PROVIDE WATER PROTECTION FOR LOWER LEVEL ROOF s INTERSECTION OF UPPER LEVEL ROOF. RIDGE VENT S.BASEMENT WINDOWS ARE OPTIONAL AND INSTALLED BY OTHERS. RIDGE VENT er RIDGE VENT 6 THE LAST ROW OF SIDING BOTH FRONT, REAR AND f ALL SIDING FOR UPPER LEVELS OF R 2 STORY, SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 7/12 7.MASONRY VENEER OR FOUNDATION SIDING SUPPLIED AM INSTALLED BY OTHERS. B.SEE WINDOW/DOOR SCHEDULE FOR WINDOW AND DOOR, TYPES VENTILATION AND EGRESS AREAS AND U VRLLOM g$ RIDGE VENT 613 PSF SNOW DRIFT LOAD �2x6 SPF•2/1 RAFTERS s I6'O.C. 12 2x6 COLLAR TIE ON ALL VALLEY RRMUM WITH A 7/12 SPAN OF GREATER THAN V 5 FASTEN COLLAR TIE TO RAFTER w/CI) .131'x3' NAILS EFL. END RAFTER RTTRCHM TO ROOF TRUSSES AND OR BLOCKS EIR: w/(3) *&a.5' TOE SCREWS CPG 8b SYSTEMS DRAWINGS) DON" aG Lu Ar 08&251 cn 03/12/18 ❑� ¢ EMM EMM FLR RERR ELEVATION mvi PREMIERBUILDERSW '®"a 02-03-18 JK PE NY NOTE •aoM orFcToa K °� 102-0-10 DM REV APPLICABLE S IRC' 201IIDCCD 2014 NEC - ALL AS MOD7= BY THE NYS 2017 UCS w�wwP� g •ammwff m .,K�.�T U-30-17 �1� CO REV THE PLANS AND SPEC>FICRTIONS OF THE PERMIT SET PRE DERIVE] FROM AND CONSISTENT WITH THE PLANS AND SPECIFICRTIONS ASSOCIATED WITH THE APPROVAL ON FILE-WITH TURN KEY / PRRMR THE DEPT OF STATE: WHICH WERE APPROVED ON 10/20/207 UNDER SYSTEM .ML987-2017-123 mm mm BEET oWARNING: IT ]S R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, FRONT d RERR ELEVRTION -1 _CUSTOM �STER T15 ACTIN THE DIRECTION OF R LICENSED PROFESSIONAL ENGDEM ND.'a ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES �°n � �° ��_ �_ �� CD 09-22-17 3-16-1 0 32551_000 12 5 8 7SF SNOW STT LOAD RIDGE VENT S/12 412 FSF SNOW DRIFT LORD 12 2x5 SPF •Z/.1 F'ORCFI RAFTERS a 24"oc 4.4F SEE DETFID_ •4 PG 8b OF THE SYSTEM DRRWDVGS FOR FASTENING DE.TAIL.S — CLG v El El El E7111 V D E]FI 0=01 FLR. RIGHT ELEVATION F NEI. . 131 12 8654 C� RIDGE VENT SNOW�LORD �7 03/12/18 S/J2 412 PSF SNOW DRIFT LORD 12 —14.4 CLG TTT =a 7r A ai GRADE CCESS BY OTHERS FLR A LEFT ELEVATION • ICM PREMIERBUmms 02-23-18 X FE NY NOTE REV A w M v MICr�rye "m 12--18-17 DM REV APPLICABLE EUnMG CODES: 1�7 ZZ ft 9=0 674W4505 muo T~ Il-3D-L7 O REV 2015 IRC: 2015 Ir-=, 2014 NEC - ALL AS MODIFIED BY TFE NYS 2017 UCS urwp M=. -17 THE PLANS AND SPECffICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT ssas WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL CN FILE WITH TURN KEY / PARMA MAINSTREET THE DEPT OF STATE. WHOCH WERE APPROVED ON 1D/20/2017 UNDER SYSTEM *M1387-2017-123 —WARNING ER rT 15 R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON. LEFT & RIGHT ELEVATION -1 _CUSTOM UNLESS HE 15 ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL. ENGD�, oIx an rn�o sw t� TO ALTTHIS rrEM IN ANY WRY. co 09-22-17 3-16"=1'-O" 32551_000 LVL INTERCONNECTION DETAIL S•RS SW }RYHA H.i 9Ji •• R' 0.1S('Vi.±SMS �•4'.Si'WS FA5MNG REBU1 FMENTS FOR MULTIPLE—PLY LA—MEMBERSe (2)1.5'MEtABFR BEAMS: -USE(3)ROWS OF 0.131.0 NAILS 012'0•C.(575 PLF MAX. UI1Ira'A LOAD) -USE(3)ROV1S OF 0.131-0"NAILS 0 6.O.C. (1,150 PLF Mei}("WFOR}d LOAD) �eas•�s.'u s•�vw OF 1E (2)1"75"MEMBER BEAIAS: stress oww4m " -USE(3)ROWS OF 0.162.'x3.5 NAILS 0 12'OC.(845 PLF MAX,UNIFM LOAD) '0 LU�� , 0' SE(3)ROWS OF 0.162'x3.5'NAILS 0 6"Q.C.(1,690 PLF MA UN€0W LOAD) (3) 1.5- i4�n Sgt -USE(3)ROWS OF 0,131-x3"NAILS 0 12" OX.(431 PLF MAX. LUFORM LOAD) -USE(3)ROYIS OF 0.131.0-NAILS 0 6"O.C.(883 PLF MAX: UNIFOs''.M LOAD)lk K is t I 13; —USE(s)ROWS OF 0.131'4'NAILS 0 4'O.C. (1,294 PLF MAX.UNFON LOAD) (3) 1.75-MEMBER BEAMS -USE(3)ROWS OF 0.162'x3.5-NAILS 012'O.C.(635 PLF MAX.UNIFMi LOAD) -USE(3)ROWS OF D.162-x3,5'NAILS 0 6"O.C.(1,270 PLF MAX U140M LOAD) 1.5.OR 1.75'MEMBER BEAMS: -USE 2)ROWS OF IA'BOLTS 0 12"O.C.(580 PLF MAX.UNIFORM LOt11) } P� 03/12/18 -USE(3)ROVr OF 1f2'BOLTS 012.0.0:(670 PLF MAIC UNIFCPM LOAD) NOTES: -VALUES APPLY TO COMMON A307 BOLTS.BOLT HOES MUST BE TK SAM DIAMETER AS TUE THE BOLTS. WASHERS MUST BE USED UNDER THE BOLT HEADS AND NUTS. -THE SPECIFIED NAILING APPLIES TO BOTH SIDES OF A 3-PLY BEAM. -7' tWDE BEAMS MAY NOT BE LOADED FROM ONE SIDE ONLY. THEY MUST BE LOADED FROM BOTH SIDES AND/OR TOP LOADED. -LOAD DURATION FACTORS MAY BE APPLIED TO THE LOADS LISTED ABOVE. DaZAnnm mw" RM NY NOTM PREMIERBUILDERS A M0=Q WC►OQ IC RPPLMgEILE BUILDING CODS: 07 Fxg 9Ma 674G19-0D6 as_L s m.e—ti 2015 IRC: 2015 IECC: 2014 NEC - RLL AS MODIFIED BY THE NYS 2016 UCS-NYS wwPe n a THE PLANS AND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT WrM THE PLANS AND SPECIFICRTIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / PARMR THE DEPT OF STRTE. W MCH WERE RPPROVED ON 10/4/2016 UNDER SYSTEM *M3B7 MRINSTREET —W;I2 ZNG:TT IS R VIOLRTION OF THE NYS EDUCATION LAW RMCLE 145 FOR ANY PERSON, LVL INTERCONNECTION DETAIL _CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. u�r+JRK 02-23-18 PE 316"=1'-0" 32551_000 TO ALTER THIS ITEM IN ANY WRY. 2-164 NAILS TFRU SHEATHING INTO I HINGE STRAP ■ 48" OP - ALUM. DRIP EDGE ALUM. FRSCIA PERFORATED VINYL SOFFIT 12MQOgm STEET STRAP w/ 7-0131W.7 NAILS EA END 10d NMLS a 51 OC. d 2-0131'SGi" NAILS TOED. MT516 ERdi TRUSS CONT. RIDGE VENT 2-10d MAILS FROM PLYWOOD DIRECT TO STUD 125'x20g1L STEEL STRAP w/ 7-0.131'525" NAILS EA END PRE-MANUFRCTUR D WOOD 1 RUSS HMBMS825 X7/12. 16' O.C.) d 2-01MA3D" NAILS TOED. SEE SEALED TRUSS DESIGN AND TRUSS INSTF LLRTMN INSTRUCTIONS MTS12 ER TRUSS FOR ANY REQUIRED ERRCING B45TALLRTM FASTEN w/7 lOd x1.5' NAILS ER END d MANUFACTURER SUPPLIES RIDGE 2-01317 lO X1IL5 TOED ER TRUSS VENT FOR FIELD R MANUFACTURERS (21 OnLX3' DIRECT NAIL THRU THE PLATE FIBERGLAS OR SELF SEALING SI-IlQLE. PER II�SOTHERS T�TIOMS PER M1f;r4�ACTURER'" INTO THE ENDXRAtIN OF THE KIEEWALL STUD SECTION R902 FIRE CLASSIFICRTIOW d RMSZ41 WIND RESISTANCE INSTALLED OVER TYPE 15 FELT WITH 18" OVERLAP OR *55 12 SIMO SIMPLEX SHE UNDERLRYME N T OR EQUAL 38' WIDE AN ICE BARRIER THAT CONSISTS 2-164 NAILS TINTO TRSHEATHINUSS 7 OF AT LEAST 0 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF R SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL 7/16' 058 ROOF SHEATHING BE USED IN LIEU OF NORMAL UIrDER1.RYMENT AMI] SHALL EXTEND FROM THE EAVES EDGE A POINT AT LEASTIN. THE DML BALE TO PROVIDE AIR TOEXTERIORWALL LIME OF4 FFTHE BUI-DING SPACE FOR ATTIC VENTILATION (SHINGLES INSTALLED PER MANUIF SPECIFICATIONS) w/WIND-WRSH (INSULATION DAM) STArR FLOCK TTWEEN BY MMOODULEES� 5/6" GYP 190 AND LOCAL. CODES CONT. 5/6" 058 STRIPS JOIST HANGER DBL TOP PLATE DB.. TOP PLATE R44 FIBERGLASS INSULATION 7/15' 05B SHEATHING w/V9. TO WARM SIDE 2x3 SPF •1/*2 a 16" OAC. AIR/MOISTURE c RESISTIVE BARRIER CLEAR SPAN ROOF BERMS LOCATED OVER FLUSH 2x6 SPF •1/a2 a 16" or. R-21 FSS INSULATION d CEILING RRFAS SHALL MIRA OR *SECURED TOGETHER 1/2' GYM w/Vli TO WARM SIDE L.STR18 ■48' O C USING 2 ROWS OF l6d ILS OR •8 x 2S' SCREWS AT 24" 1/2" GYPED w/5 10d NAILS Ela LEG R19 FIBERGLASS INSULATION SINGLE BOTTOM PLATE 19/32" 058 SHEATHING SINGLE BOTTOM PLATE w/V.B. TO WARM SIDE, BY OTHERS 3-2x10 SPF •1/*2 CENTER GIRDER 2-2x10 SPF *1/02 FL.R RAIL PER HGF (6 TDTFr) L51MO s48" O.C. 2x10 SPF *1/•2 a 16" O.C. w/S I.Od NAILS ER LEG BIL PLATE. 2x6 mh TREATED) �� HANGER TO JOIST 6THINGE SILLBENTIRENAILS ®PERIMETER SILL SEALER l5d TOE-NAILED 6' OC NOTE 80 OMOFFLLO R JOIST BYREQUIRED OTHERS.BELOW ,o a TDm 4 1/2' LANG Fcc BETWEEN MODELES ON-SITE BY OTHERS PER STATE FIND OCAl CODES . , mm w arm saw m MUNClY HOMES, INC. � = Nr Mored 625 �� fi87wwFe Rt�Aa ow -W 610X83444 c FPPLICAB1E BUILDING CODES: 03/12/18 oarAeRse 2015 IRM zoos ME= 2014 NEC - ALL F M+X7DIFIED BY THE NYS 2m7 UCS-NM S DETAILS THE PLANS AND SPEro CT(CATIONS OF THE PERMIT SET ARE DERIVED FROM Fcor>vIsTENT WITH THE PLANS Fro SPECIFICIITIONS ASSOCIATED WITH THE APPROVAL. ON FIE WITH THE DEPT OF STATE WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM •M=7-2017-M CROSS SECTION _�DET2 -IWAldQ G IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON. UNLESS H THINS ACTING I z� THE DIRECTION OF A LIED ENGINEER" or 2-23-18 1/4"=1'-0" 32551_000 2-16d NRI S THRU SHEATHING INTO TRUSS HINGE STRAP a Qr O.C. ALUM. DRQ EDGE 129STEEL STRAP ALUM. FAI9CIA W/ 7-0131 NAILS EA ETD d 2-013P'xW NAILS TOED. PERFORATED f21 0131k3° DIRECT NRII_s THRU THE PLATE VINYL SOFFIT INTO THE ETDGRF04 OF THE KN EWALL STUD MTS16 ERCH TRUSS 0 0.131" i' TOE NRD_STLLSTUD 2-10d TRbS�TSIOK EEW LL P DTOO STUD L25-4UM STEET STRAP KNFEWA _L PLATE TO KINGPOST RAIU w/ 7-0181WZ1S EA ETD aLcIL Ci' FACE NAILS a 5'oc d 2-0191'yGi' NAILS TOM PRE-MANYACTIRED WOOD TRUSS: CONT. RIDGE HM34-410 Cl/12 W' O.CJ SEE SEALED TRUSS DESIGN AND PRE-MANUFACTURED W000 TRU55: HMBS85825 (7/12. 16° TRUSS INSTALLATION INSTRUCTIONS SEE SEWED TRUSS DESIGN faro FOR ANY REOLI[RED ERRCING TSTA LLATIOK TSS 0 TRUSS II REGUMED INSTRUCTIONSBRACING; INSTALLATION. SAS OR SELF SEALING SHINGLE PER 4-16d NAILS THRU SHEATHING INTO TOP CORD FOR ANY REOUI2ED BRAaCWG IDISTfL1AlI0rL secs 8902 FIRE d�ICHTION d MANUFACTURER SUPPLIES OF TRUSS AND PORCH RAFTER R905241 WIND RESISTANCE INSTALLED OVER RIDGE VENT FOR FIELD ATT PORCH ROOF SHEATHING LAE' f21 0131'x3' DD2ECT NRI_ THRU T}f PLHTE TYPE 15 FELT WITH 16' OVERLAP OR 055 D45TFLL.RTMN BY OTHERS CONNECT RAFTER TO RAI_ WITH O1 SIMPSON H2.SR ROOF 7SHEATHING INTO THE ETDGRAIN OF THE IQFfWALL STUD WWIDE. AN ICE BARRIER E �CONSISTS T PER �nRERS PER RAFTER. FILL NAILS ON BOTTOM HALF OF MTS12 EA TRUSS OF AT LEAST m LAYERS OF UNDERLAYMENT CONNECTOR MUST ATTACH TO LOWER 2xS RF13L FASTEN w/7 10d XZ NAILS EA END d CEMENTED TOGETHER OR OF R SELF-RO EKING 2x4 PORCH RAIL ATTRCH 2-0.131°X30' NAILS TOED ER TRUSS POLYMER MODIFIED BITUMEN STET, SHALL MAL UNDERLRYMENT TO RAFTER W/ C3) 0131x3' NRI..S 12 AM SHALL F I IN END FROM OF THE ED 2X9 TRUSS 1RURMIL 2-15d NAILS TO R POINT AT LEAST 24 M INSIDE THE RITRCIi TO TRUSS W/ I S6d A —� 7 THRU ShER EXTERIOR WAIL LIE OF THE BUDDING SIP LOOSE ROOF PANELS 1-15d NAI.. EACH SIDE OF PATO (SHINGLES INSTALLED PER MfhAF SPECIFICATDONS) (APPROX 6'-0' LENGIISI PORCH RAFTER TO TRUSS Fm 2xS SPF«2/1 RAFTER a 24"oc 26 RAILSPACE BAFFLE 70 PROVIDE ADZ SPACE FOR ATTIC VENTILATION CONNECT RAFTER w/wnv-WASH ONSULRTION DRMI TO HEADER WITH 03 SIMPPSON H25R ffv KUDIMM FIIiEH-OCK BETWEEN PER RAFTER rIODU.ES ON-SITE FFA ; PER STRTE CONT. 5/6' 058 STRIPS 5/B' GYP BD DBL TOP PLATE AND LOCAlL CODES JOIST HANGER ° Sim LOOSE HEIFER i i DBL TOP PLRTE R-44 FIBERGLASS USU_RTMN 20 A° ° FORT W/V8. TO WARM,SIDE SOFFIT SJ7POR ON-SITE BY OTHERS 2xS SPF w1/*2 a 16" O.C. 7hk OM SHEATHING o CLEAR SPAM ROOF BAMS RESISFMVMOrSTURETIVE 1/2' GYPS R-21 FIBERGLASS TO DTZ Id LOCATED AREAS OVER FLUSH LSTTa10 e46' S � SHALL 2x6 TF *V*2 a 16' O.C. 3/2' GYP® w/5 lOd NAILS ER LEG OR ROWS SCREWS AT 24bc su4GLE BOTTOM PLATE R-19 FIBERGLASS INSULATION SINGLE BOTTOM PLATE 19/32' 058 SHEATHONG w"a TO WARM SIDE. BY OTHERS 3-2x10 SPF W*2 CENTER GIRDER 2-2x10 SI 01/82 FLR RAIL PER HALF (6 TOTFLI LSTTal6 e46' O.C. 2xM SPF *1/*2 a 16' O.G. w/5-10d NAILS ER LEG SHEATHING NAILED w/8d ao SILL PLATE. 2x6 man (PRESSURE 7RER'IIDI .(DINT HANGER - d. SILL NAILS m SENTIRE PERIMETER JOIST"oc TO RIM SILL SEALER 16d TOE-NAILED 6' O.C. NOTE: ALL MATERIALS d LABOR REO ARED BELOW !/2' DIA�QO 1/2" LONG BOTTOM OF FLOOR JOIST BY OTHERS. tL .o, FIREBLOCK BETWEEN MODULES ON- BT OAND LFERS CO E _ r 1 OCAl w MAN MWE MW= REV. -= w &- MUNC1Y HOMES, INC. 08625q 1, 07wwwR41� . Ari 17759 r W46406 / c�_�t m.�—.o. APPLICRSLE2015 H= 4201 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS-NYS CODES �T' 03/12/18 m� pqn DETAILS THE PLANS AND EPECIFICRrDONS OF THE PERMIT SET ARE OlZRIVED FROM Aro CONSISTENT WITH THE PLAINS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FIE WITH THE DEPT OF STATE, WHICH WERE APPROVED ON M/20/=7 UNDER SYSTEM •MISTY!-2017-123. CROSS SECTION L NM. -WARNING. IT IS R VIOLATION OF THE NYS HALICATION LAW A RTICL.E 145 FOR ANY PERSON. UN ALTER HE s ITEM 1WTHE.DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, owu JAK 3-2-18 1/4"=1'-0" 32551_000 ALUM. DRIP ALUM. FASCIA —� PERFORATED VINYL SOFFIT MTS16 EACH TRUSS 127x208a STEET STRFlP W/ 7-0.13 W-W ISS EA END 10d NA]I-S a 51 Or- 6 2-OML P' NAILS TOED. CONT. RIDGE VENT L2R'IdW d STEEL STRAP W/ 7-O.MW-5" NAILS EA END PRE-MANUFACTURED WOOD TRU55: HMBS9403 (5/12. 16" OAC1 6 2-013"JW NAILS TOED SEE SEALED TRUSS DESIGN AND TRUSS D45TRLLRTMN INSTRUCTIONS MT512 EA TRUSS FOR ANY REQUIRED BRACING INSTALLATION) FASTEN W/7 10d 4.7 NAILS EA END 6 .D SUPPLIES DON 2-O1315Ci0' NAILS TOED ER TRUSSBY OTHERS a) 0131'x3" DIRECT NRIL THRU THE PLATE TIONS MANUFACTURERS PER- WTO THE ETDGRFIFN OF THE KNEEWALL STUD FASTEN 2x8 RAIL TO KM POST m 0191"x3" TOE NAILS THRU KN EWALL STUD W/(4) 0131W KqILS INTO K NEEJA.L PLATE KNEEWALL PLATE TO IST RAIJ 2-15d NAILS THRU S•FATHD G 019 W FACE NAILS a Sax INTO TRUSS 12 FIBERGLAS OR SELF SEfLING SHINGLE, PER 7/16" OSB ROOF SHEATHING � 5 SECTION R902 FARE CLF6577CATMN 6 8905241 WIND RESISTANCE INSTALLED OVER TYPE 15 FELT WITH 1W OVERLAP OR OW IINSU_ FOR R TO PROVIDE AIR SIMPLEX 2X8 �,•S 36 � THAT EQUAL OR SPACE FOR ATTIC VENTILATION w/WDl-WASH (INSULATION DAM) OF AT LEAST 0 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. SHALL CONT. 5/9a 05B STRIPS S/8a GYP BD BE USED IN LITE OF FROM IEAVE!S YMENT AND SHELL EXTEND FROM THE EAVE'S EDGE JOIST HANGER TO A POINT AT LEAST 24 IN. INSIDE THE DBL TOP PLATE EXTERIOR WALL LICE OF THE BUILDING GSFQNGLES INSTALLED PER MANUF TIOW 7/16" 058 SH ERTH G 8-44 F IJSU.ATI wN9. TO WARM SIDE RESISTIVERR/MOMTURE -EAR SPAN ROOF BERMSFLUSH �' CEILING SHALL BELOCATED TOOGGETHER m 2x6 SPF 01/02 a 1W Or— � GYPBD R-21 FIBERGLASS INSULATION 6 SCREWS AT 24a O.C. 2 ROWS OF 16d NAILS OR �8 x 2S" WN9. TO WARM SIDE SCRE R-19 FIBERGLASS INSULATION 19/32' 058 SFEA FFOIN(' SINGLE BOTTOM PLATE wN8 TO WARM SIDE. BY OTHERS 2-2x10 SPF 01/02 FLR RAIL 4 mom 2x10 SPF 01/02 a 16. 0& T�T SHEATHING NAILED w/8d NAILS a F'OC TO RIM JOIST b SILL ENTIRE PERIMETER co 5I1 PLATE. 2x8 min SURE TREATED) 16d TOE-NRR-E0 6a O.C. SILL SEALER AL5 NE ALL MATERIALS � LABOR REOUIRED BELOW BOTTOM OF FLOOR JOIST IS BY OTHERS. x tit eia° 'm NEW MUMCIY HOMES, INC. NY NnMt. Tis?Pe Rt44$ Po TM a 07aW8-5444 Bun-am CODES: c�P 03/12/18 www, RAW 2015 MX, 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS-NYS THE PLANS AND T1DN5 of RE PERMIT SET ARE DERIVED FROM AND CONSISTENT DETAILS WITH THE PLANS AND TIONS ASSOCIRTED WITH THE FPPROVFL ON FILE WITH THE DEPT OF STATE. WH UM WERE APPROVED ON 10/20/=7 UNDER SYSTEM *M=1-2017-129 KIM M, NwF>RrmNG: IT Is A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON. CROSS SECTION DETI TO ALTER THIS ITEM IN ANr WAY UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, DWIi BM JRK mm 9C6i E D6Xi N0:51_000 . 1/4"=1'-0" 325 2-16d NAILS THRU SHEATHING INTO TRUSS H 04GE STRAP s 48' OAC. —� ALUM. DRIP EDGE ALUM. FASCIA PERFORATED VINYL SOFFIT MTS18 EACH TRUSS 2-10d NAILS FROM PLYWOOD DIRECT TO STUD VENT M1FlNl FAC�TIIRE�R DS�TES�RTION BY OTHERS AS PER MANUFACTURERS INSTRUCTIONS IM NAILS s 3" O.C. CONT. RIDGE VENT LW5209a STEEL STRAP w/ 7-0.131'.S' NAILS EA EMD PRE-MANUFACTURED WOOD TRUSS:DI30008 C7/12. 16" OM SEE SEALED TRUSS DESIGN AND W SIMPSON A34 EACH TOP CHORD TO RIDGE TRUSS INSTALLATION INSTRUCTIONS m TOTAL PER TRUSS FOR ANY REOWED BRACING INSTALLATION. N. 2-16d NAILS THRUISHEATHING12 1 7 F3BERGLRB OR SELF SEALING SHINGLE, PER 7/16' 058 ROOF SHEATHING SECTION R9(2 FIRE dA557IMTMN 6 R905TYPE IS ELTWIND RESISTANCE OVERLAP OR D OVER TYPE 15 FELT WITH ss" OVERLAP oR •55 ]NSUL BAFFLE TO PROVIDE AIR SIMPLE( SHINGLE UNDERLRYMENT OR Ems. SPACE FOR ATTIC VENTI_RTION S6" WIDE. AN LICE BAlaM THAT CONSISTS w/WIl�D WFlBi IC ERM) OF AT LEAST m LAYERS OF UNDERLAYMENT CFI1ENTm TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. SHALL BE USED IN LIEU OF NORMAL LIADERLAYMENT 5/8" GYP BD AND SHL EXTEND FROM THE EAVES E]LGE Cour. 5/9, 050 STRIPS TO A POINT AT LEAST 24 IK IINSIDE THE EXTERIOR WALL LSE OF THE BUILDING DEL TOP PLATE R-44 FIBERGLASS INSULATION (SHINGLES INSTALLED PER MANUF SPECIFICRTION9 7/18. OSB SFERTHM w/V.B. TO WARM SIDE 1/2' GYPED IDAR o RESIST E 2x6 SPF •1/02 0 W' O C. co R-2L FIBERGLASS IN5ULATION 6 w/V.B. TO WARM SIDE R-19 FIBERGLASS INSULRTII7N 19/32° 058 SHEATHING SINGLE BOTTOM PLATE w/V9. TO WARM SIDE, BY OTHERS 2-240 SPF 01/02 FLR RAW WO SPF rl/02 a 16' O.C. BILLMMF- 2xS Min (PRESSURETREATED) SHEATHING NAILED Wild NAILS a 50oc SI_L. �� TO RIM JOIST d SILL ENTIRE PERIMETER _ /r 16d TOE-MRI_ED 8' Of– NOTE: – E ALL MATERIALS 6 LABOR REQUIRED BELOW BOTTOM OF FLOOR JOIST IS THE ' "�"/ tri RESPONSIBILITY OF THE BUILDERcc ' may fi to 'ZIJ � s MUINCY HOLIES, INC. WMPEN M �►: NY N= 03/12/18 WWW. iv►es�i a. 7M •=5464Mc L -ti CMM 22W C. 201.APPLICABLE 5 ML4 NEC - ALL AS MOOMED BY THE NYS 2017 UCS-NYS TWINE FLANS aro TIONS OF THE PERMIT SET ARE COMM FROM AMD COMSISnM DETAILS wrnN THE PLANS AND SPECIFICATIONS RSSOaMTED WITH THE APPROVAL ON FILE WITH R.wa NN THE DEPT OF STATE, WHICH WERE APPROVED ON 10/M/2017 UNDER SYSTEM 0MW-2017-173 CROSS SECTION DET3 m wARrma IT Is R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON. UNLESS HE IS ACTING UNDER THE DDECTION OF A LICENSED PROFESSIONAL ENGINEER, DWN.BM! We JAI E MM NW TO ALTER THUS ITEM IN ANY WAY. JRK 1 2-23-28 1/4"=1'-0" 32551_000 9-0•MIN.WIDTH OF MOOUP 9-0'MIN.WIDTH OF MODULE FIELD NOTES MI4.AREA 70 SF I"NM WIDTH OF MCOULE 1e-O'PAX WIDTH OF MGOLIE ' 4257 4257 4267 4257 9031 2 4257 1' 1�TAf1.RTN 8Y DFR.i0BUIED 1005E FOR FIELD L 11D Z SIDIDING.F'O.E ENDS TS S7QPPE0 LOOSE FOR FIELD y. OPT.�ORIbMFFOI. FAMILY RSM. 3. p,�5SST I�THPTH511..RRROttii 99YY Bt/B�.RRAAILS,GUTTERS.DOWNSPOUTS.ID, )3 - 9I1It..0��AESOROFYJCE WISTRDTE RhD/OR LOW. OPTIONAL 4. JCOOE WOWS ARE OPTIONAL AND INSTPoIID BT EEOROOMu - . SHIPP[D LOOSE FQFfIELO IN.STRLLATIWJ BYRILOMb 2170'MIN.BUILDING LENGTH �SIDING SUPPLIEDOPTIONAL BEDROOM OPT.fgORIXIM 2G 7. � ��MM ARFJL 70 5F 1D-D'MIN.LENGTH OF MODULES LIVING ROOM Ai SI 2 TH4N Tt�PEIFGR2 ST IS SPECIFIEDDOOR Atm FLOOR ARE 117E 64'-O'MAX.LENGTH OF F10D71I.ES NOTA NA'OOW NOT PROVIDED IILTN Ci7RAI7: NOTE s5 4237 3037 BUILDERS RESPONSIBILITY. ALLATION NOTE 53 u ------------ i BY BUII�ETL SM�NOTES-2,NFIELD OTE SHT 3b. NOTE sg u '-__, i w u - - -_-- 1 u u 4257 4257 10. MWAFRC7URER SUPPLIES MATOMLS FOR COMPLETION p� 1 11 -�ii i j 1`��� ❑❑ I H$F i 1 OF ROOF ON 317E BY 6UtL0ER. ,W 1� i O• is FLT.CLOSET D fl9Tn ;; BEDROOM tAREA'LAND N.Uhf OM TYP,MLO.ROOM pIM9. 5 J 1� AREAS AND NOTES FROM TYP.FLOOR PLAN ❑ NOTE•6 DINING ROOM NOTE•3 1 �11 �o BEDROOM SHALL APPLY. c 14 FAMILY U SF 10.TCYEli o�==2 a�w Id` • 7 a Mm. il A 1 11 --- tr € 4257 4257 4257 42.7 - 1 NQ'E•BRIi g '`D�"�' '° !,� PLAN SHOWING RLT. HALL LOCATION FLOOR PppR�LAN NOTES ' 6 :� 14 :� NO Fil. RI.S BY UlID7R 741 i 'i 2 S � ,IREf1ENT5 21 El GHQ 34 97I MRX 4b �, SCALE 1/8=1'-0" 5{AIR OETRILS.SEE Stir 4o s ar- �� r F W 2 ; ;___I`' 1, ODORS 1�ED HT.YENTILA THOSE 11 u NOTE•18 z ,`'® i Ili L WWpp��ppNS WIl BE ROOED TO FO I�BZ LTGF1f'd 4x 11 tl❑ 11 Ir --=}, tl______t___�,1 SM VENTDITTION AS ROOMS _ FLT.CLOSE! Ji i � 6RLT.CLOSET MIN. 4. WOJ10S 5 IPBLE IN MOST BATHS LOCATED ON { NOTE+5 tl 1' ACCESS PRYd.LARGE ENOUGIi E7CTERI0.2 Q Ilw MIN. I1 7ti0•HIt i TO f2EPLACE NATER FERTER 4257 5 5: &-11C 1 �IXiSRLL!W E OM�7�� PROVIDED ITiE 24 GF2R 1®11r ARt ltsi5" DOES 0 D(C®Tti05E SHOWN IN BOOM - DIrL VARIES WITH WIDTH OF 1 MIN.AREA 70 SF ❑ 1, 11 5 I( S. AL1,R- OOF PITLtES F 5/12 VAlE55 OTHERWISE i 1 ii j i r _ C'l JII % NSTTAIR 14RY BE OMMITED TO FORM A UTILITY ARFA IF SPACE IS NOT USED AS UTILITY,A WA5HER/ORYER fF7NIILT ROOM g, 6 OR R WH(WY BE INSffiLIEO°BY OTHERS 24"CLEAR}IN. ' (7BEDROOM I' R�RWMxg3 �� .fl tgDHFR/TME -'- tOhE� fOREFt 70 SrSF `� 8i'PON. LIVING ROOM ii ARM+7 Sr 1i g T+IDTE•7 - 9. HALL MYBFtHELOCATED IN FRONT OR REAR MODULE nIN AREF9 NOTE•23 ii (1 'M` 10.AN ARCH�WAT. Y BE OMITTED OR EXTEMM TO FORM a i i i 1 T KI7CFiEN LL SHOWN BER WDIb!T S SHOWN WI L VARY WITH' 11 11 - IL FOR LABELS Atm DATA PALATE LOCATIONS,SEE GENERAL NOTES-2.NOTE s7 QV SHY 3x 13 0 SCtfrOU.E5 AW GENERAL NOTES. a 4257 14. C PO5.R- E,BOF nK I2'-�LdOE MAX.MFlY m 4257 4257 42W 4257 42W 4257 AOOEO 70 ERtER��SK 5 PRO6�IOE•O TOTAL AS stoMA DRAWINGS, ; CRAWL SPACE OPTION PLAN W/TYP. OPT. OFFSET JS CSTh ArMRF EXCE�SID �1�HIN�T LWTZ UNITS MAY HAVE OFFSETS Aw/QR ADJOIONG UNITS AT NOTE 417 SEE SHY 7,L EITHER OR BOTH Eros Wm SIDES ALL UNR9 MY BE �-- -- -- _-� SCALE 1/4"=1-U' - SEE 5K 2E1 FOR OPT. ELEVATIONS 16.OFFSET MAY BE IN PROW OR RER2 ' OF Vwnw WIgiHS ANO VARYING LENGTH^ -UNITS MAY BEE go.FAO. SCALE 1/6"=1'-0" 17.2 4XIT'W50ER70IRGM ROOF Sjg IS AVFBLFHLE FRONT BT TtE F'PAPREF7 QF BUIDIhG CODE GO�� 1&AMCACCESS22'i90'R0 SEE SHf Bs 0883 O noDUD01 Es=�i TIP. FLOOR PLAN FOR CROSS SECTIONS Atm ALTERNPTE CONSTRUCTION DETAILS, SEE SHTS 7d,79.7y%7"76 7a.7a,Ba.8b,Bd SEE SHEET 3b.GENERA.NOTES-2,NOTES s13 d•17 SCFLEI 1/4'-110' SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL FLOOR ELRN NOTES CONT. 19. MAL WIDTH FOR STROt OFUMM I5 30. 2A FOR OOPETIDNFL CLOSET CONFIGURATIONS.SEE EESITY 6a. i i SID S 4 AVAllABLE 574JTiER�SOPTIONAL.D 1 , 22.INTEGRAL GARRGES!SEE PAGE 9t t d 9e2 FOR DETAILS). SIE FIELD NOTE s10 j 23.2000-2072 IRC-M DWELLING UNIT TO 12 1 - I CONTAIN Qt MOI.RO SO,F7.KMrTFIF ROOM. ALL i OTHER HABITABLE ROOMS 70 S0.FT MI4IKL0i •r 205 IRC-FILL HFMITABLE ROOMS TO BE 70 50. 45.7.9. 12 , '� OPTIOMi_DORMER.SEE SKY Bb ; FY.MINIMUM, � - NOTE+2Z 1 1 1 RG ---------- 013 ol r---------------� , 1 I 1 F - a ' i 1 1 - F 111At)MBIRMRAIE 1 1 1 DM607NOFBNIOR708TANtON109AtN000E! 1 FLR F119-01 LO NOTE+B I 1 A1BAN6NY72L114001 ' 1 � - tbmpolApprovdfansydtn4YotelotCeaiposeN � F _____IT,-------___`j_=__ M1387 2016-061 10/04/2016 Msr 11a AryEeahglb. Ih3dA7ptmd IARCL'Rh gpwdbgirl@ubbY4taatp•+at dMbm,la•+(vllsi FRONT ELEVRTION N 71L aulaxaketYarJdueUaa • am0nm6mteKpae7doiraR SCALE 1/4=1'-0" ? IDNXL I d.�.b+.aw,1,a INre.� osa�1 BOPTIONIL DFo1 "� RMt�tS q�q��,,S7�y b0q Ad7af0PEAeSn20vecb fAeGnde;lw Sm SKY •-------------------------------------> r--------------------------------- * MASTER SERIES r . 1 1 t 4.5.7.9ceJ2 RRNCH ELL MODELS � FLOOR PLAN. ELEVRTIONS d NOTES 01 MUNCY HOMES. INC � -07 !�-�--� �-'-�--� �•-�--i ii-i-i i i-i ii i-i i . EV 1567 PR ROUTE 442 MUNCY. PR 17756 7 REAR ELEVATION 1 EFT STn F7 EVATION DRN BY DATE SCALE I REV. SHT. N0. D ""A 2dNAME MJL 3-22-91 SHOWN 6-01-20162d f I i 7 ELECTRIC CIRCUIT SCHEDULE SEE NOTES•7 AND•B DOOR SCHEDULE WINDOW SCHEDULE WINDOW SCHEDULE No. DESCRIPTION WIRE BKR POLE ND. SIZE U VRLUE 5'F' MATERIAL FINISH TYPE IDENT. N0GLIZ . U VAL LIGHT VENT TYPE MRX FLR EGRESS MATERIAL SHGC )DENT. N0. U VRL LIGHT VENT TYPE 1' FLR EGRESS MRTERIRL SHGC RRER SF CLR. SF RRER SF LR. SF I GFCI SMALL APPLIANCE 12-2 W/G 20 RMP SINGLE EXTERIOR DOORS-ALL GLASS TO BE SAFETY GLAZING RNDERSEN RNDER5EN SILVER LINE SERIES 2 GFCI • " 1 35'x60' 020 - STEEL PTD BLANK 2257 ��r 302 DH 6225 - WD-VMTL SH-DH 5H-DH SH-OH 5H-OH 2a C-FCI SMALL APPLIANCE(OPT IA 027 am 2 LITE 3037 258 DH 5&75 - WD-VINYL 2259 029 593-5.43 281-367 SH-DH 7075-IMES - VINYL 2b GFCI SMALL.APPLIANCE(OPT IB 1135 5.50 9 LITE 3449 422 DH 93.50 - WD-VINTL 3037 029 533-495 243-2-61 5H-DH 6035-6LSB - VINYL 3 GEN.ILLU1M.AW OPT.HWEB TOE HTR 14-2 W/G 15 RMP 1C 035 all 15 LITE 3465 EGRESS 0SUB DH 131.00 59 WO-MITI. 3449 0.79 859-809 402-427 SH-0H1 10050-IOLI3 - VINYL i 4 GFCI BTPS) 12-2 W/G 20 RMP ID BV.Bc' 027 1.70 BLANK W/1 5IDELITE 3476 EGRESS 035 12.72 713 DH 15900 71 WD-VINYL OFF-029 BB37 029 705-663 321-342 I SH-DH 0025-BZBB VINYL 49 GFCIj WHIRLPOOL TUB IOPT LE 1121 237 2 LITE W/1 SIDETITE 3857 EGRESS 035 1031 5.73 DH 12828 5.7 WD-VINYL 4237 029 791-7.47 35-382 SH-0H 90.00-9338 - VINTL 4b GFCI RDDITIDNPL BATHS(OPT) IF 035 720 9 LITE W/1 SIDELTTE 3869 EGRESS 0951289 5.73 DH 14325 5.7 WD-VINTL 3565 EGRESS 029 3719-1155 521-613 SH-OH 14525-14438 53-61 VINTL 4c GFCI ADDITIONAL BATHS(OPT) 1G BF.S7 027 340 BLANK W/2 SIOELITE5 4257 EGRESS (135 UR4 641 OH 14550 &4 WTD-VINYL 3859 EGRESS 029 12(15-IL44 5.71-6.02 SH-ON 142.75-14300 5.7-Gn VINYL DH-02s 5 GENERAL ILLUMINATION 14-2 W/G 15 RMP 1H a2U 4.D7 2 LTTE W/2 SIDELITES 2936 0.# 520 42D CSMNT MOB - HD-VINYL 4257 EGRESS 029 1302-12.41 616-6.46 SH-DH L5�00-LSS13 B2-65 VINYL SH 025 _ 6 ° lI " 035 890 9 LITE W/2 SIDELITES 2950 EGRESS 034 920 &40 CsMNT USW 72 WO-YINYL 7 LJ 36'.80' am - • • BLANK CLA55'C 4 HOW 5760 EGRESS 034 11130 16.70 CSMNT 228.75 72 WD-VINTE CS-OM 2546 026 5.41 4.45 6723 - VINIC CS-020 AW-a20 B 2 32180' 020 - BLANK U460 EGRESS 034 WM 33.40 CSMNT 45750 72 WD-VINYL PIC=032 2936 G26 4.75 415 CSMNT 5950 NQTF.9 - VINYL RANGE B-3 W/G 40 RMP DOUBLE 2A 027 57 2 LITE 9557 035 2584 614 PICT-0H ISLDO - WD-VINYL 2960 EGRESS 026 052 8.35 CSMNT 10550 &4 VINYL NOTE r6 WATER HERTFR 10-2 W/G 25 RMP 28 03S S90 9 LITE BESS 034 22.60 920CSMNT-BOW 24WM - WD-VINYL 29602 EGRESS 026 17.33 1792 CSMNT 21623 BS VINYL It WASHER[OFR)SEE NOTE•4 12-2 WG 20 RMP SINGLE 2C 03S 851 15 LITE RNDERSEN - 20D SERIES 3435 D25 429 35 CSMNT 61.13 - VINYL 12 DRYER(OPT SEE NOTES•4 d 06 1D-3 W/G 30 RMP DOUBLE 20 020 - BLANK CLASS'C U.HOUR) 24M 030 418 255 DH SLOG - WD-VINYL 9759/9859 029-029 3078-29.70 724-7.78 PICT-SH-OH Ism-195.50 - VINTL CIXM'.TOP mFr nN LIDS OP CXT-m 10-3 W/G 30 RMP 3 Tt180' 038 39M FRENCH 3449 EGRESS 030 1125 645 DH 14023 65 WD-VINYL 1229 9559 029-029 2703 709 BRY-0H 17725 - VINYL NOTE•G SINGLE WPo1 OVEN tmr IN LIEU OF CKT-M 12-3 W/G M RMP 4 36'/38.87 020 - DOUBLE B'-O"INSULATED 30M EGRESS 030 1052 609 ON 13LSO 61 1ND-vINYL 9852 0.26 2758 11.34 CSMNT-BOW 22&75 - VINYL M&A DOUBLE WALL OVEN to"IN LIM of CK m B-3 W/G 40 RMP 5 Ew w 036 MOB WOOD VINYL SLIDING GLASS MW NEW YORK ENERGY NOTES IS OTsHWRsFER(OPn 14-2 W/O 15 RMP SINGLE 5 72'x80' 038 Sam SLIDING GLASS 2257 032 51 31 DH 5375 - WD-VINYL 15 GARBAGE DISPOSAL(OPT) 61 7ZxBW 028 32.9 VINYL VINYL SLIDING GLASS(SILVER LINE) 5037 032 3.7 22 CH 4625 - WD-VINTL L INFILTRATION EDURL M OR LESS THAN:WINDOWS 03 CFM/LF OF CRACK'DOORS 050 CFM/SF. 17 MICROWAVE(OPTJ 52 72.67 034 261¢ VINYL VINYL SLIDING GLASS(VARNCO) 3449 032 75 43 ON 9375 - W0-VINTL Z. BUILDER OR RETAIL CUSTOMER Tq5 OPTION OF USING REScheck TO DETERMINE ENERGY COMPLIANCE. 3 NOTE OMITTED. 18 TRASH COMPACTOR(OPT) 14-2 W/G IS RMP SINGLE 6A 96140' 036 4491 WOOD VINYL SLIDING GLASS 3465 EGRESS 032 102 5.9 DH 13250 S9 WD-VINYL 0H=036 NA 4. R VALUES SPECIFIED FIRE MINIMUM AREFLECT ONLY THE VALUES OF THE INSULATION MRTEP.IRLS. IN 19 RADON SYSTEM ATTIC FRN(OPT) 14-2 W/G 15 RMP SINGLE 7 691.80' 035 19.40 SWINGING PATO 3476 EGRESS 032 129 72 OH 16125 72 HL)-VINTL S FOR ACCORDANCE SPACE HEATER OR BY FUEL BCONTRA T FLOORS FIELRND/D C NTRACTORFOUNDATIWALLS SHALL BE PURCHASIINSULATEDNG E FCCOROPNCE WI7H ENERGY CODE BY FIELD CONTRACTOR THE Frcln CONTRFDTOR 1615 OPTION OF Pl1RCHR5ING 711E 20 GENERAL.ILLUMINATION nor en®u eons B 72'.60' D35 2390 " 3857 EGRESS 032 104 52 DH 130.00 52 WD-VINTL FLOOR INSULATION FROM R SOURCE OTHER THAN THE HOME MANUFACTURER- 6 ANUFACTURER6 RIGID FORM INSLUTION,WHERE SPECIFIED,SHALL HAVE A MIN.AC-E)R-VRLUE OF 5D AT 75'MEAN TEMP.PER LATER 21 " , 3869 EGRESS as 130 72 DH 15250 72 WD-VINYL 7 FOR BASEMENTS REMRIMNG UNCONDITIONED SPACES,THE ELMLDE:R SMALL ENCLOSE THE EASEMENT STAIRS. 72 ° 4257 EGRESS 032 IL7 65 OM 14625 Fay WD-VINTL -HE BUILDER RRESP1�THE�BASFOR MENT SUPPLY ING ALLS SHALL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER 23 " " 3037 031 4.7 45 CSMNT 5&75 - WD-VINYL & FOR ATTICS WITH FIXED STAIRS AND REMAINING UNCONDITIONED SPACE,THE FOLLOWING OPTIONS SMALL APPLY: R-THE BUILDER MAY ENCLOSE THE STAIRS ON LEVEL WITHIN THE RTTIC SPACE THE WALLS SURROUNDING THE 24 , " • 3051 EGRESS 031 BE 79 CSMNT 10625 79 WD-VINYL STAIRS SMALL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER.THE BUILDER SHALL BE RESPONSIBLE FOR SB61 EGRESS 031 17D 15B CSMNT 21250 79 WD-VINYL CS�33 SUPPLYING ALL MATERIALS 25 INTERIOR DOORS B-THE FACTORY MAY ENCLOSE THE STAIRS ON LEVEL BENEATH ATTIC SPACE.THE WALLS SURROUNDING THE STAIRS 25 9 ]7x87 - - WOOD PRE-FIN SWINGING 11461 EGRESS 031 34.0 32.6 C5MNT 42500 79 WD-VINYL 51-6;2.BE INSULATED APD PROTECTED WITH R VRPOR BARRIER. S. INSULATION VALUES AND HEATING DEGREE DRYS SHALL BE DETERMINED BY IREScheck FOR THE UNIT SITE UL Z7 IO 24'.80' - - 9458 031 252 62 1 PICT-0H ISSDO - WD-VINYL 14 TENANT 5FRRRTION WALLS FOR 162-FAMILY d TOWNHOUSES SHALL BE INSULATED TO R MINIMUM OF RIO IR40245 OF - WD-VINTL 28 ll 9855 031 281 1 30187 - - ' 2.8 CSHINf-EON 320M2(ll6 SUPPLEMENT ENT TO THE NYS ENERGY CONSERVRTON CONSTRUCTION 0005. 11. 2606-2012 IRCI A PERMANENT CERTIFICATE SMALL BE POSTED ON OR IN THE ELECTRICAL DISTRIBUTION PANEL OMDJ 29 22 3r.B7 - - CENTURY SPECIALTY TO PANEL IXC FOR 2015IRC)RFYERTNE BUILDING 15 COMPLETED FIND READY FOR OCCIA'FWCT.THE CERTIFICATE SHALL 0E COMPLETED BY THE BLDR OR REG DESIGN FROFEESIDN L RESPONSIBLE FOR THE COMPLETION OF THE EUILDID.THE 30 FIRE SPRINKLER PUMP(OFT) I0-3 W/G 25 RMP DOUBLE 12 34•x80' - - " 2424 057 222 - OCTAGON - - OFO CERTIFICATE SHALL LIST THE PI�DOMINRNT R-VALUES OF INSLRRTION INSTALLED IN OR ON THE CEILING/ROOF,WALLS, FOUNDATION(BASEMENT WALL,CRRWLSPAICE WALL AND/OR FLOOR)AND DUCTS OUTSIDE CONDITIONED SPACES:UFRCTORS k3S RIR HANDLER(OPT) 14-2 W/G 15 AMP SINGLE 13 36-x80' - - 7D FOR FENESTRATION WHEN THERE I5 MORE THAN ONE VALUE FOR EACH COMPONENT,THE CERTIFICATE SHALL LIST THE CONDENSOR[OPT) 10.2 WIG SO RMP DOUBLE 14 48167 - - BY-PASS SLIDER 2424 3L 2.71 - OCT-FIXE. - - V1NTL 097 VALUE COVERING THE LARGEST RRER THE CERTIFICATE SHALL LI5T THE TYPE AND EFFICIENCY OF HEATING,COALING _ AND SERVICE WRTER HEATING EWIP.INSULATION R-VFLUIES,U-FACTORS,EFFICIENCY RATINGS OF FACTORY INSTATED FURNACE-FACTORY INSTALLED(OPT 14-2 W/G 15 RMP SINGLE 15 24.00- - BI-FOLD 2424 .34 225 219 OCT-OPER. 2813 - VINYL 1128 FOUIPMENT SHALL BE ON THE MFV.VFRCTIRERS REScheck RND/OR DATA PLATE 2012-15 IRC-THE CERTIFTCRTE SHALL FURNACE-FIELD INSTALLED(OPT] 12-2 W/G 20 RMP SINGLE 16 30190' - - SKYLIGHTS - LIST RESULTS FROM ENVELOPE RIR LEAKAGE TEST AND DUCT LEAKAGE TEST(IF REOUIREOL AIR CONDITDNER(DPT) 12-2 W/G 20 RMP DOUBLE 17 36'.80' - - 2222 55-39 224 SKYLIGHT - - CLAD 32 RLL WORK fKkE ON SITE SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION. 33 2M!1-2.M(ECC-THE BUILDING THERMAL ENVELOPE SHALL BE TESTED FOR AIR LEAKAGE ON-SITE BY ITERS 04110241 RESERVED IB 48187 - - 2230 55-39 3.72 - SKYLIGHT - - LIFO 2009 IRC-COMPLIANCE MAY BE SHOWN W/THE RIR BARRIER AND INSULATION INSPECTION CHECKLIST(TABLE N1102.42) RESERVED 19 67.80' - - ZL46 55-39 529 - SKYLIGHT - - D� 14.2OM-2015 IECC-FILL RECE55ED LIGHTING FIXTURES 5HFLL SE IC-RATED AND LABELED AS MEETING ASTM 5283 R11 SMALL BE SEALED WITH R GASKET OR CAULK BETWEEN THE HOUSING AND THE CEILING 5URFRCE. 38 RESERVED 20 7rx1'A' - 15.2WS-2012)ECC-PRCGRRMMRBLE THOERMOSTRTS TO BE SUPPLIED AND INSTALLED BY BUILDER FOR FORCED AIR SYSTEMS. 2015 IRC,FROG T-STFTTS REIXDRED ON"RLL°HEATING d COOLING SYSTEM'S. 39 RESERVED 21 48'x87 - - WOOD/MIRROR BY-FRES SLIDER VIWINCO 1&ZDOS-2015 IECC-ATTIC ACCESS HATCHES AW DOORS SHALL BE WEATHER-5TRIPPED AROUND THEIR PERIMETER AND INSULRTED TO MEET THE SAME 9-VALUE AS THE SURROUNDING CEILING 40 RESERVED 22 24•x80' - - HOOD POCKET IDENT.NO. U VAL LIGHT VENT TYPE MRX.FLR. EGRESS MAT SHGC 17.2009-2012 IECC-ALL WOOD-BURNING FIREPLACES SHALL HAVE GRSKETFD DOORS SUCH THAT COMBUSTION RIR IS NUT 23 30'x00 RRER SF CR.5F DRAWN FROM THE INTERIOR OF THE BUILDING.ZD15 IRC,GASKETED DOORS COMPLY WITH UL327 IF INSTALLED. 41 RESERVED 1&2009-2012 IECC-FRAMING CAVITIES SHALL NOT BE USED AS SUPPLY DUCTS FOR FORCED-RIR SYSTEMS- H-1 ELECTRIC)ERT 12-2 W/G 20 RMP DOUBLE 24 48187 - - FRENCH SH-CH SH-DH 5H-DH SH-ON sit-IXN - 19.2012 LECC-FRAMING CAVITIES MAY NOT BE USED RS R/R DUCTS FOR FORCED RIR SYSTEMS. M-2 , 25 W'.1ID' - - 2060 0.30-029 425-414 238-231 SH-0H 5313-SL75 - VINYL 20 2009 IECC-SOX OF ALL PERMANENTLY INSTALLED LAMPS SHALL BE HIGH EFFICACY LAMPS. 2012-2015 IECC 758 FILL FERMRAVNTLY INSTALLED LAMPS SHALL BE MGH EgFICRCT LAMPS. CFI's SHALL 5RTISFY 745 RECUIREMENT. LAMPS HH-3 • • 25 72.37 - - W37 030.0.29 435-419 229-221 SH-OH 5439-SZ38 - VINYL TO BE SUPPLIED AND INSTALLED BY OTHERS. H-¢ 27 48180' - - DOUBLE 3449 030-029 73-711 382 -3.73 SH-0H 91.25-EMS - VINYL �2035 IECC1DODOMESTIC HOT PIPING PIPING SHALL BE BE INSTO RULMED MINIMUM. OORR3 U40ER FNT OF THE FOLLOWING CONDITIONS: SH-028 -PIPING 3/4°AND LARGER Straw oor®�eu ems_ _28 SO' 7 - - 3837 030-029 59_5-5-73_ 307-2.98 SH-0H 7438-7163 - VINYL DFk028 -PIPING SERVING MORE TdiN ONE DWELLING UNIT. H{-5 -• --- " 29 72180' - - 4060 EGRESS 030-029 IL43-1119 594-5$2 5H-0H 14228-13UB 53-S.B VINYL -PIPING LOCATED OUTSIDE THE CONDITIONED SPRCE Ht-7 DOORS PND WIIDOWS MRY HAVE SLIB5TITlTE MAVUFHACTURERS,57f SF'RLL COMPLY W1TH T}E 3666 EGRESS 030-029 1LI5-1094 584-5.73 5H-OH 13938-136.75 52-&7 VINYL -PIPING FROM THE WATER HEATER N- A DISTRIBUTION MANIFOLD. PIPING FOR RECIRCULATION AND IXN-0F.fMFiD 575TF1M5. H-B ° APPLICABLE ENERGY CODE,STRUCTURAL AND EGRESS REOUI)EMENTS. 21 2012-2015 IECC-EFIVE•WIND-WR5HG BAFFLES Raq'd 24,2012-2015 IECC-WHOLE MJSE MECHANICAL VENTILATION SYSTEM Req'd TO MEET SECTION M1SD7 REOJIRMFNTS 3035 029 4.72 343 CSMNT Sam - VINYL 25.2012-2015 IECC-MIN FAN EFFICACY REOUIRMENT5 FOR MECR SYSTEMS-SEE TABLE NUMM BELOW. ET FCTRT(saNOTES:, R FCTRTn NDTF5(CONT. 2&2015 IECC.RTIC ACCESS DOORS IN WALLS TO UNCONDITIONED SPACES MAY BE U 032 max OR R-32 mh L WHEN CIRCUITS REO)IRED WILL NOT FIT IN R SINGLE PANBOX,R SUB-FEED SMALL BE 17.2008-2011 NEC-GFCI PROTECTION 15 REDO W/I R 6 FT RRDNS FROM THE EDGE OF ALL 3060 EGRESS 129 62 624 CSMNT 10750 6Z VINYL 2R)DUCT TESTING HTO E BE PERFORMED IN}-SITE By OTHERS PER 2015 IRC SECTION NI10333 WHEN DUCTWORK IS EL REQUIRED SEE SHT SR. SINKS EXCLUDING THE KITCHEN SINK 5660 EGRESS 029 M71 IID Cstw 19638 61 V1NTL C5=0.25 OUTSIDE THE THERMAL ENVELOPE 2. LAUNDRY CIRCUITS ARE STANDARD IN CRAWL SPACE UNITS 18.2014 NEC-GFCI PROTECTION IS REOD W/I R 6 FT RADIUS FROM THE EDGE OF ALL 8460 EGRESS 029 23.5'7 I6.5 CSMNT 29423 &1 VIM. PIC=030 3 OPTIN L CEILING LITES OR FRN LUES MAY REPLACE SWITCHED RECEPTACLES- CEILING SINN'S THE DISHWASHER MUST GFCI PROTECTED. FRN LITES MAY REPLACE CEILING LrTES PROVIDED THE LIGHT IS SWITCH-WIRED 19.2DOB-2014 NEC-SWITCHED RECEPTACLES MUST HAVE ONLY 1-OUTLET OF THE RECEPTACLE INDEPENDENTLY 0=THE FRN MOTOR SWITCHED TO ORI-IFY FOR R'REOUIREO'RECEPTACLE FOR RECEPTACLE 5PRCING 9260 030-029 2546-7519 619-603 PIC-SH-#O 154.75-15075 4. CIRCUIT SCHEDULE REFLECTS ELECTRIC APPLIANCES.WHEN GAS APPLIANCES PRE USED, REOUIRED BY COM - YINTL THE WIRE,BREAKER AND POLE PRRAMETERS USED SHALL BE THE SAME AS FOR R GENERAL 20.2008 NEC-BALCONIES,PORCHES,AND DECKS OVER 20 50 FT SHALL BE PROVIDED WITH 7D ILLUMINATION CIRCUIT OR MRNUFRCTURERS INSTALLATION INSTRUCTIONS. AN OUTDOOR RECEPTACLE 2011 NEC'ALL"BALCONIES,PORCHES,PND[DECKS SHALL BE S. SEE DRAWING 38 FOR ADDITIONAL ELECTRICAL NOTES. PROVIDED WITH AN OUTDOOR RECEPTACLE 2014 NEC THE REOUIRED RECEPT DOES AUTFM3212 028 II] 2.3 AWNING 1250 - VINYL - SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL S. (DE)SMOKE ALARMS SMALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY RRC-FAULT HAVE TO BE W/I THE CONFINES OF THE DECK BUT MUST BE ACCESSIBLE FROM THE DECK 432 CIRCUIT INTERRUPTER.ALL SMOKE ALARMS SHALL BE SUPPLIED BY BRANCH CIRCUITS ZL 2008-2014 NEC-ALL CEILING LIGHT BOXES TO BE RATED FOR 50 LB. DXCEPTI01M, RW4812 028 L2 21 AWNING 20.0 DEDICATED TO SMOKE ALARM ECUIPMFM FYND SHALL BE MECHANICALLY PROTECTED BY FOR UTILRRTION EQUIPMENT(EX:SMOKE DETECTORS)WEIGHING 6 LBS OR LES.,R W=y-INGLE-KM,DH-DOR3LE MIG,CSMNT=CRSEMENT.PICT=PICTURE t • f/ LDCK-ON DEVICES. STD BOX MAT BE USED. 2014 NEC BOXES RATED RT>50 LB MUST BE LABELED IN BOK 7. [ME) LA2 SMOKE ARMS SHALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY RRC-FRULT 22008-2014 NEC-ALL 125-VOLT,15 AND 20 AMP RECEPTACLES INSTALLED IN DWELLING NUMBER AT LEFT INDICATES SINGLE-HUNG VALUES,NUMBER AT RIGHT INDICATES DOUEiE-HUNG VALUES - DEPARTMENT OF STATE CIRCUIT INTERRUPTER ALL SMOKE FLRRMS 5HrL.L BE SUPPLIED BY BRANCH CIRCUITS UNITS MUST BE TRMPER-RESISTINT RECEPTACLES 2011-2014 NEC-TR RECEPTACLE DIVISION OF BUILDING STANDARDS AND CODES DEDICATED TO SMOKE ALARM EOUIPMENT. NOT REDD FOR RECEPTACLES 65 OR GREATER A.F.F.OR IF THE RECEPTACLE IS PART BIPZUir,_3 M_R�U FGSE55IvDIE$, syp AIHANY.NY172314MI OHAV T & E OPERATION OF A SINGLE GFCI DEVICE SMALL NOT DEENERGTZE ALL LIGHTING OF THE LUMINRIRE OR APPLIANCE L EGRESS WINDOWS CLEAR OPENING' MIN WIDTH 2P,MIN CLEAR HEIGHT 24',MIN OPEN 5.7 SF. ?o�^O)aT53ot(� Stamp clAppemalfwa Syatam,IoM arCompoedd OUTLETS IN R GIVEN AREA. 23.2008-2014 AEC-ALL DWELLING UMTS SHALL HAVE R COMMUNICATIONS OUTLET. IT NOT 2 AGGREGATE GLAZING RRER OF HABITABLE SPACES(LIVING,SLEEPING,EATING CR COOKING) Hat1Y>4 M13B7 2017-123 10/20/2017 S. 2002/2005 NEC-ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,15 AND 20 AMP OUTLETS PROVIDED BY MAN UFRCTURER•IT WILL BE PROVIDED AND INSTRI 3 m ON-SITE BY OTHERS SHALL BE BS OF THE FLOOR FIRER WITH 4%OPENING FOR VENTILRTICtL INSTALLED IN DWELLING UNIT BEDRDOMS SMALL BE PROTECTED BY RN ARC-FAULT CIRCUIT 24.2008-2014 NEC-HYDRO-MASSAGE TUBS(WHIRLPOOLS)=ALL RECEPPS WITHIN 5 FT OF 3.FOR THE PURPOSE OF DETERMINING LIGHT FND VENITLRTION REQUIREMENTS.ANY ROOM SHALL g�PY�f7 Mar.dkha&.N. Appkatbn N. Dal ditwal INTERRUPTER(S). THE INSIDE WALL OF THE TUB SHALL BE GFCI PROTECTED. IF THE WHIRLPOOL 15 FE CONSIDERED RS R PORTION OF AN ADJOINING ROOM WHEN AT LEAST 1/2 OF THE FIRER OF NOTICE V.W�.MbWpkbba*bs+m•anpmmbddnbd yry bOaed 10 2008/2011 NEC-ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT.15 CHORD/PLUG CONNECTED,THE Ol1TLET MUST BE READILY ACCESSIBLE.WITiW 12'OF THE COMMON WALL I5 OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS 7HR4 IuNrgsptab/v)eWarebb�dsdaamtlMden 6dirymv.tumixhdry. F7D 20 AMP OUTI-ETS INSTALLED 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 SO)ARE FEET Yln appwalsh)ndatw HaawfaCxerdomeapaabYaYMde."asw,max COMSINRTION-TYPE RRC-FRLLT CIRCUIT INTERRUPTER(SL E XCPTNS: BASEMENTS, 25.2008-2014 NEC-LAMP HOLDERS INSTALLED IN WET OR DAMP LOCATIONS SHALL BE OF 4.OPERABLE WINDOWS LOCATED MORE THAN 72'ABOVE FINISHED GRADE MUST MAINTAIN THE- KITCHENS, HEKITCHENS,GRRRGES,d BATHROOMS. KITCHENS AND LAUNDRY FR-US MUST ALSO BE THE WATERPROOF TYPE LOWEST PART OF THE WINDOW CLERK-OPENING R MINIMUM OF 24•ABOVE THE FINISHED NsteeemsfwaknuLM exmArappadbY OelodCod•FnhemmROTsvN. RRC-FAULT PROTECTED PER THE 2014 NEC. 2&2OU-2014 NEC-FOYERS GREATER THAN 50 50 FT MUST HAVE R RECEPTACLE ON EACH FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. IF THE WINDOW CLEAR-OPEMNG f sr It EXTERIOR RECEPTACLES WALL SPACE 3 FT OR LARGER. DOES NOT MEET THESE PERRMETEi5.THE BUILDER SHALL BE RESPONSIBLE FOR COMPLIANCE �G.If.� '' 11Y ZZ. a)SHRILL BE INSTALLED AT THE FRONT AND REAR OF THE DWELLING. 27.2011-2014 NEC-WHERE SNATCHES CONTROL LIGHTING LORDS R NEUTRAL SHRILL BE WITH SECTION R6152 12005 IRC).RSI22 20M IRC)DR R312(2012-15 IRCI Jokft.Nelda&PE,Acbp Dm to 0 k&wde,.RA b)SHALL.BE COVERED BY AN"IN-USE!WEATHERPROOF ENCLOSURE FOR 2014 NEC PROVIDED AT EACH SWITCH LOCATION 2014 NEC-NOT REDD ON SWITCHED RECEPT S. S ALL WINDOWS REQUIRE FLASHING.2012 IRC[R7032)6 2015 IRC[R703.4),PRN FLASHING Req'd IF 2012-2015 IRC TABLE N110351 COMPLIANCE.THE ENCLOSURE MUST FLS)BE LABELED AS'EKTRR DUTY". 28.2011-2014 NEC-REIDENTIFIED SWITCH LOOPS CAN BE USED ONLY FOR THE SUPPLY TO INSTRUCTIONS ARE NOT PROVIDED. o)SMALL BE TAMPER-RESISTANT MU WEATHER RESISTANT(2008-2014 MCS THE SWITCH BUT NOT A5 R RETURN CONDUCTOR FROM THE SWITCH TO TME OUTLET S.WINDOWS/DOORS/SKYLIGHTS IN BUILDINGS IN WlND80RNE DEBRIS REGIONS SHALL BE PROTECTED FROM IMIN.RIR MINL EFFICACY MRK RIR d)SHFLL BE GFCI PROTECTED. III LIGHT or RECEPTACLE). WINDSORNE DEERM MRTFRIAL3/CONSTRUCTION BY BUILDER PER ONE OF THE FOLLOWING METHODS LOCATION FLOW(CFM) (CFM/WRTT) FLOW(CFM) o)SHALL BE ON R GENERAL ILLUMINATION CIRCUIT. R-STORM SHUTTERS MEETING RSTM E 1996 AND ASTM E INN REOMTS INSTLD PER MRNL4 INSTRUCTDN RANGE HOOD RNY 2.8 ANY MRSTER SERIES Tl SHALL NOT BE ON R CIRCUIT THAT NRS RECEPTACLES FOR BATHROOMS OR R EXTERIOR DOOR AND WIDOW DP RATING REDUIREMENTS B-AGENCY RATED WOOD STRUCTURAL PANELS.MIN THKNS 7/16,MFAX B FT SPEW ALLOWABLE FOR MFH SMALL APPLIANCE CIRCUIT. 2014 NEC-NOT ON A GARAGE CIRCUIT AS WELL. HALL HIND MRH d EXE' WIND HIAA ARES. FYAMR c OR=33 FT.PANELS TO BE PRECUT,SIZED TO ALLOW ATTACHMENT TO THE FRAMED OPENING INLINE FAN ANY 2B ANY 1z ADDITIONAL EXTERIOR RECEPTACLES OTHER THAN THOSE REOUIRED BY THE NEC STORY ZONE rymIND ADJ PRESSURE REOD GRADE CONTAINING THE GIAZlD OPENING.PANELS TO BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED BATH,UT RM 10 14 � RLL MODELS MAY BE ADDED AS AN OPRON. 2009-]5 IRC.PERIMETER ATTACHMENT SHALL BE WITH•B WOOD SCREWS AT 8'oe.•10 HOOD SCREWS 13 2008-2014 NEC-FILL GARAGE RECEPTRCLES MUST BE GFCI PROTECTED. GARAGE 101/ 01 9 50 RT 9'oc,OR WITH INV LUGS®16`om FASTENERS TO BE LDCRTED R MIN OF r FROM PANEL EDGE BATH,lJT PJi 90 � ANY SCHEDULES & NOTES DOOR OPENER RECEPTACLES MUST BE GFCI PROTECTED.BUT THE GFCI PROTECTION 4 110/142 1.29 232 304 35 AND SMALL PENETRATE 2'INTO WALL FRAMING BELOW EXT.WALL COVERING. DEVICE MAY NOT BE 345TRLLEO IN THE CEILING DUE TO RCCESSIBILITY. 120/155 129 2&1 352 40 C-METHOD SMALL BE APPROVED BY TFE RAJ. SEE SECTION 3.1212 AND TABLE Sni 712. WRLL COVERING SCHEDULE 14.2014 NEC-R DEDICRTID CIRCUIT I5 REDD FOR RECEPTS/LIGHT5 CONTAINED'INSIDE° 1 lI/130 129 242 320 35 7.NINOBORNIE DEBRIS REGIONS: 2003-09 IRC d MR PRERS W/I tA1RRICRNE-PRONE REGIONS W/I L-MILE OF MUNCY HOMES, INC. THE GRRAGE ONE RECEPT MI.PER VEHICLE BAY IN GARAGE 5 / q. COASTAL MEAN MGH WATER LINE IN BASIC/NDMISL WIID AREAS>OR=110 MPH OR IN ALL 120 MPH WALL COVERING STUD SPACING 15.22.114 NEC-ELECTRIC VEHICLE CHARGING OUTLETS SHALL BE ON A OEOTCRTED CIRCUIT 120/ 129 347 4413 4 AREAS. 202 IRC-REF WINDBORNE DEBRIS MRP FTG R30LZl4C. 2.4"WOOD PANELING IS.OG 1567 PR ROUTE 442 1&2014 NEC-DRYWALL SCREWS,WOW SCREWS,ETC.MAY NOT 13E USED TO MOUNT 2035 IRC-BASET ON ILTIMiRTE DESIGN WIND SPEEDS.WINOBORNE DEBRIS REGIONS FIRE W/I 1-MILE 1/2'or 5/7 GYPSUM BOFRO 36'OC.OR 24"O.C. FIXTURES TO BOXES. MACHINE SCREWS MRTCHING THE BOX MUST BE USED. 101/130 L4 201 281 30 OF COAST IN 130 MPH AREAS AND IN AREAS=or>140 MPH. MUNCY, PR 17756 4 110/142 1+ 236 33.0 35 &EXTERIOR WINDOWS AND DOORS SHALL BE DESIC44ED TO RESIST THE DESIGN WIND LORDS PER TW3LES 1/4"or 3B'GYPSUM BORRO 12'O.C.OR I6.O.C- z o0/155 L4 Z8� 9;3 30 R30L22)d 8301213)RDJJSTEO FOR HEIGHT FYD EXP.SEE TABLE AT LOWER LEFT FOR SUMMARY. 1/Z'VINYL COVERED GYP.BQ. 16 QG OR 24.OG DPN BY DRTR SCRLE REV. HT. N0. 9 ROOF UNDERLRTMENT:(2012 IRC 120 Vesd.2015 IRC>=140 VLA)TO COMPLY WITH RSTM D 226 TYPE IL ASTM D 4669 TYPE IV OR RSTM D 6757.ATTACH W/PLASTIC OR METAL CRP NAILS.r a70a)DIRM 5 ll/L L 291 40 7 HERO,3219 SHEET-STEEL TFiKNS HERD,12 Tminl SHIMC 3/4"(.W NRIL PNTRATION INTD ROOF DRTABRSE NAME 120/155 Li 347 482 50 S7gAT}ONG.11�LFRLRYMETVT LAPS 4•(mW.190FT.-ADHERED UDERLRYMENT COMPLYING WITH RSTM D 1970 D3\3911 O6 MJL 3-22-91 NONE 8-18-2017 3fl GENERAL NOTES - 1 GENERAL NOTES - 2 ELECTRICAL NOTES SEISMIC DESIGN NOTES GENERAL FIELD NOTES ELECTRICAL FIELD NOTES L WRLL FIND CEILING FINISHES SHALL HRVE A L WATER HEATERS IN ENCLOSED SPACES SHALL HAVE Z' 17.THE GREATEST RISER HEIGHT OR TREAD DEPTH WITHIN L WIRING SHALL BE W ACCORDANCE WITH THE LATEST L DETACHED ONE RIND TWO FAMILY DWELLINGS LOCATED L WHERE ADJOINING MODULES THAT HAVE GAPS OF 1/6' L INTERMOOUIE COsVECTINW. FLAME SPREAD RATING OF NOT GREATER THAN 2130. MIN CLEARANCE OR FINISH SHALL HAVE FLAME SPREAD ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE ADOPTED NEC AND INSPECTED IN PLANT BY RN IN SDC C ARE EXEMPT FROM SE25MIC REQUIREMENTS. 0.2 MORE.FIRESTOPPING SHALL BE PROVIDED RIM R-BASEMENT MODELS-ELECT.CONNECTIONS BETWEEN L ERCH DWELLING SHALL HAVE A MAW EXIT DOOR. RATING OF LESS THAN 26 SMALLEST BY MORE THAN 3/8' APPROVED OUFLITY ASSURANCE AGENCY. SEE R30122 EXCEPTION SECTION R30L22.4 INSTALLED AT ALL CEILING AND FLOOR LEVELS BY MODULES)AND PANEL BOX RRE BY DIRECT HOOK-UP TO THIS DOOR SHALL BE SIDE HINGED,NOT LESS THAN L CPT. FACTORY BUILT FIREPLACES SHALL BE LISTED, TREAD DEPTH OF WINGERS SHALL COMPLY WITH L WIRING SHALL BE TYPE MIB SHALL IP COMPLIED WITH WHEN USING THE THE BUILDER THICKNESS SET-1P CREW ON SCTE THE STIRANEL BOK WIRES SHALL BE LABELED 3 FEET IN WIDTH AND 6 FEET 8 INCHES IN HEIGHT. LABELED AND INSTALLED IN ACCORDANCE WITH THE R31L75.21.A FLIGHT OF STAIRS SHALL NOT HAVE 3. CIRCUIT BREAKERS SMALL BE RRTED AT fOADQ PIG PRESCRIPTIVE LAR B'6 OF THE RLL R SEE THE TYPE.TIAICKNEIE RNID THE UNOBSTRUCTED OF MATERIAL B-2 STORY FLOORS-SECOND FLOOR WIRES TIRE COILED 3. DWELLING<S'TO LOT-LINE REQUIRE FIRE PROTECTION CONDITIONS OF LISTING FACTORY BUILT FIREPLACES A VERT RI5E>IZ B/W FLR LEVELS OR LANDINGS 4. CONDUCTORS,DEVICES A\O EQUIP.SHALL BE LABELED PD PLANS IRREGULAR BUILDINGS SHALL REQUIRE R SERVING RSR BARRIER TO THE UNOBSTRUCTED BE FE THE THROUGH OF EACH MODULE THESE WIRES SILL REQUIREMENTS OF SECTION R3021 RD03-2012 IRC&MA) SHALL BE TESTED W RCCOROFNCE WITH UL 127. THE WIDTH OF EACH LANDING SHALL NOT BE c ThE RND/O2 LISTED BY RN APPROVED TESTING AGENCY AND PLAN SPECIFIC ED TO THREE WOOD FARMED BUILDINGS ERGS SHALL BE OF FLAMES F TAUTHORITY PRODUCTS OF HAVING COMBUSTION BE FED NMW LUGH OP AND HOLES W THE FIRST FIND TABLE R3021PJ 12012-15 IRC) EXT.RIR SUPPLY SHALL COMPLY WITH SECTION R10M STAIRWAY OR DOOR SERVED. EVERY LANIDWG SHALL INSTALLED IN RCCORDRINCE WITH LISTING, SHALL BE LIMITED TO THREE STORIES ABOVE GRADE SHALL SE APPROVED BY THE RUTFDRITY HAVING PLD02 END LCAT TDP AND SOLE PLATES W STUD ^ 4. CEILING HEIGHTS SHALL CONFORM TO SECTION 8305. 12ODS-15 IRC),30 DEG MAX FLUE ANGLE RW W HAVE R MW DIM OF 36'MERSUREO IN THE DIRECTION MANUFACTURER'S INSTRUCTIONS AND APPLICABLE CODES- OR THE LIMITS GIVEN W TABLE R6QLIOY SEE ,AA2ISDICTZON CAVITIES LOCATED DIRECTLY BELOW THE SECOND FLOOR 5. DWELLING UNITS W TWO FRMILY DWELLINGS SHALL BE MARE THAN[4)ELFAWS 2012-15 IRCL GR5 FP N/0. OF TRAVEL 5. NONMETALLIC SFfAT}fD CABLE SHALL BE SECURED RT R3OL224.L L MANUFACTURER HAS OPTION OF OMITTING PORTIONS SWITCHWIRE DROPS. C s SEPARATED FROM EACH OTHER BY WALL ANO/OR FLOOR 3. HVRC RNID FIREPLACE CHIMNEY AND CONNECTORS SHALL 1&STAIRWAYS BALL NOT BE c 36"IN CLEAR WIDTH MEMBERS NOT LESS THAN 1 U4'FROM EDGE OR SHALL 2 SEE FIGURE 8301121 FOR SEISMIC OO AREAS. OF/OR COMPLETE ROOF.CEILING AND/OR FLOOR DROPPED LEGS FOR ENT S FLOOR STAIRS LIGHT ' ASSSEMBLIES OF NOT LESS THAN 1 HOUR FIRE COMPLY WITH NFPR?IL AT Rif.POINTS ABDVE THE PERMITTED HANDRAIL HEI BE PROTECTED WITH 1/16'THICK STEEL SLEEVE OR CHECK MT}1 THE AUTHORITY HAVING JURISDICTION SECTIONS OF MODULES,ff BUILDER WANTS TO DROPPED TD BASEMENT SHELL BE INTERCONNECTED ON RESISTIVE RATING WHEN TESTED IN ACCORDANCE WITH ¢- OATH FAN OUTPUT'510 CFM MIN.KIT.EXFL 195 CFM MIN. SN13 BELOW THE REOD HEADROOM HEIGHT. HANDRAILS PLATE CABLE PASSING THROUGH NOTCHES SHALL BE W THE MUNICIPALITY FOR SEISMIC DESIGN CATEGORY. CONSTRUCT SAME IN THE FIELD.DESIGN OR SITE BY THE BUILDER. ASTM E119.FLOOR-CEILING ASSEMBLIES SHALL EXTEND 5, SAFETY GLRZING SMALL BE U5E0 WHERE REQUIRED BY SHALL NOT PROJECT>45'ON EITHER SIDE OF THE PROTECTED WITH R 1/16'THICK STEEL PLATE. 1 JOISTS SHALL BE SUPPORTED LATERALLY.SEE 2502.7. VERIFICATION OF DESIGN,S3ALL OE BY R PE OR RA C-CAPE MODELS-MIHINDRKNEEWF PROVIDES JUNCTION TO AND BE TIGHT AGAINST THE EXTERIOR WRLL,AND SECTION RW84. STAIRWAY RNO THE MW CLEAR WIDTH OF THE STAIRWAYNONMETALLIC 5HFATFEO CABLE SHALL BE SECURED AT IN SOC DO,SOLD BLOCKING SHALL BE PROVIDED AT IN FICCORORNCE WITH GOVERNING CODES.TO ENSURE BOXES W CEILING BEHIND KNEEWRLL FOR GENERAL WALL-ASSEMBLIES SHALL EXTEND TO THE LNDERSIUE 6. EN'.L05ED ACCESSIBLE SPACES 1A40ER STAIRS SHALL RT AND BELOW THE FRNNIXRRIL HEIGMSHRLL NOT L3E 4'-fi'MqK FNTfHIN 1'-0.'OF OUTLET PAX. EACH INTERMEDIATE SUPPORT.SEE RSDZ.7 EXCEPTION. ROOF DESIGN DOES NOT EXCEED THE LORD CARRYING ILLUMINATION,SMOKE DETECTOR AND HEAT CIRCUITS OF THE ROOF 51-ERTHING WEEN THE FLOOR ASSEMBLY HAVE WRLLS,UNDER STAIR SURFACE AND ANY <3L5'WHERE R HANDRAIL I5 INSTALLED ON ONE SIDE S. RECEPTACLES SHRILL NOT BE LOCATED OVER ANY PART 4. WHEN THERE ISR RIMJCANTILEVERJOISTS RW THE RIM JOISTS DE:51G RITES OF THE LORD BEARING WALLS, ON CECINA FMAILSLOOR BY SHE BUQ.DER. 15 REQUIRED TO BE FIRE-RESISTRNCE RATED,THE SOFFITS PROTECTED ON THE ENCASED SIDE WITH AND ZT'FOR FRIERRILS ARE INSTALLED ON BOTH SIDES OF ELECTRIC BASEBOARD FEAT UNITS. ARE SPLICED, NIZ RIM JOISTS SHp H BE SPLICED G`-SIGNER 9WLL CONTACT THE MANUFACTURER TO ELECTRICAL RN15H TO COMPLETE TF£SECOND FLOOR SUPPORTING CONSTRUCTION OF THE R55EMELY SHALL R MIMMEM L2]NCH GYPSUM BOARD. 19.FACTORY SHAYL PROVIDE OPENIING THROUGH FLOOR 7. IN KITCHENS R RECEPTFACLE OUTLET SHALL BE '+A GALVANIZED METAL TIE NOT LESS THAN VERIFY THE SIZE,SPECIES,GRACE,AND OC SPACINI'a SHALL BE FIIRNISFLED AND INSTALLED BY THE BUILDER HAVE AN EDUAL OR GREATER FIRE-RE5ISTR�CE RATING 7. THIRD PARTY LABEL,INSIGNIA OF APPROVAL AND DATA LARGE ENDUGH TO ALLOW STAIRS TO COMPLY WITH INSTALLED AT EACH WALL COUNTER SPACE THAT IS 1Y 16)D 06 y3 AND 1 1/Z'WIDE FFT3 1/7' 41Ch1 OF LORD BEARING MEMBERS.MATERIELS TO IN RAISEDFRRNNCE WITH ELSGOV- UR LOGES.SEE NOTE•2B & GARAGES AND CARPORTS SHALL COMPLY WITH SECTION PLRTE SHALL BE AFFIXED TO THE KITCHEN SINK R31171. DR WIDER RECEPTACLE OUTLETS SHALL BE INSTALLED (6)0162•x 3 L2'OR 191 THE x 3 E O COMPLETE OMITTED AREAS SHALL BE SUPPLIED H D-RAISED RANCH MIOF]S-FOR SITE INSTALLED S, 8309(2000-06 IRC)6 R30M(2009.15 IRC 6 MAL CABINET.WHEN R MODULE DOES NOT HAVE A CLOSET, 20.STEP FLASHING REQUIRED WHERE R ROOF ROUTS R 50 THAT NO POINT ALONG THE WELL LINE 15 MORE NAILS ON EACH SIDE lP THE SPLICE OR R BLOCK INSTALLED BY THE BUILDER W ACLIRLYNJCE WITH DEVICES AT ENTRY, T SWITCHES,SEMEPTROR C ETC 7. ALL MATERIAL,ASSEMBLY,CONSTRUCTION AVD A00ITIONFL LABELS SHALL BE AFFIXED TO THE VERTICAL SURFACE THAN 24'MEASURED HORIZONTALLY FROM A RECEPTACLE THE SAME SIZE AS THE RIM JOIST OF SUFFICIENT GOVERNING CODES. WIRES PRE EITHER STUBBED TO BASEMENT O2 COILED EQUIPMENT SHALL COMPLY WITH THE M15 IRC-SEE KITCHEN SINNK CRBCNET.WHEN THE KITCHEN CABINET 21.36"WIDE ICE-GRURD REQUIRED W ALL CLOSED VALLEYS. OUTLET IN THAT SPACE. LENGTH TO FIT SECURELY BETWEEN THE JOIST SPACE 3. IF BUILDER WANTS TO CONSTRUCT,FABRICATE AND FOR SITE INSTFLLRTION OF DEVICES BY THE BUILDER COVER SHEET FOR SPECIFIC NTS CODE VERBIAGE. AT WHICH THE SPLICE OCCURS FASTENED WITH E-WHEN CIRCUMSTANCES REQUIRE CONNECTIONS OF WIRE FIRE RATINGS SHALL-BE INDICATED BY APPROVED ID INSTALLED SITE BY THE BUILDER.IAB:15 AND 22 MIN.FABLTA6LE ROOM 0.G HEIGHT=7'-O' fl KITCHEN COUNTERTOP,BATHROOM.GARAGE FIND ATTACH E EMENTS,Le PORCHES,CRRPOP.T5,GARAGES, IS 0162'x 3 L2"OR(121 0131"x 3 LT BETWEEN MODULES,R.UNCTION BOX SHALL BE LOCATED AGENCY DESIGN NUMBERS DETAILED ON DWG(S. DATA ER KI SF N OE REFIXED IN R CLOSET DR W Z1 BLOCKING REQUIRED ELLS FN JOISTS[ABOVE FYND EXTERIOR RECEPTACLES SHALL BE GFCI PRQTECTE0. ETC.IN THE FIELD TO LORD SIGN SHALL EXTERIOR WALL UNDER THE FLOOR OR NEAR TFE ATTIC RCCESS Fi10TliF12 KITCHEN CABINET WHEN R MODULE FURS NO Br10M qT BRACED WELLS P[RPENDICl1LA2 qNO KITCHEN FDD BATHROOM RECEPTAICLES SHALL BE CN WAILS ON 77 .SIDE TI TS SPLICE DESIGN RIFICORD N E DESIGNERNIN BE BY A B. INSTALLATION OF SMOKE ALARMS MO AUTOMATIC CABINETS OR CLOSETS,LABELS AND DATA PLATE PARALLEL TO FRAMING 20 RMP GFCI CIRCUMs) SEE 23012222,EXCEPTIONS 4 RVO S. F.E.OR R.R.RW ACCORDANCE WITH GOVERNING LODES F-ILL CONNECTIONS 55L_I_BE MADE ON SITE BY BLOR. SPRINKLER SYSTEMS SHALL COMPLY WITH SECTION S. FOR WHIRLPDOL TUB OPTIONS,WIRING SMALL BE IN S. BUILDINGS LOCATED IN SDC DO SHALL BE PROVIDED G-SEE MANFRCTU2ER5 SETUP PROCEDURES MANURE 8313 6 8314(SEE COVER SHEET,NOTE e6 FOR SHALL Fr'F1XGS W q CLOSET OF ANOTHER MODULE 24.OPERABLE NWOOHS LOCATED MORE THAN 72"ABOVE W ORDER TO ENSURE DESIGN GOES NOT EXCEED THE RS BUILT FLOOR PLANS FOR USE BY THE AUTHORITY FINISHED GRACE MUST MAINTAIN THE LOWEST PART OF RCCDRDRNCE WITH MANUFACTURERS INSTALLATION WITH EXTERIOR AND INTERIOR BRACED WFL1 LIVES LORD CARRYING CAPABILITIES OF THE LORD BEARING L R-BROKE DETECTOR HIRES DROPPED FROM EACH FLOOR FIRE SPRINKLER INFORMATION SPECIFIC TO NYSE HAYIND JI.RLSDICTIIXN SHALL SDW ACTUAL LOCATION THE NIND0F7 CLEfAR-OPENING A MINIMUM DF 24'ABOVE INNSTRLCTIONS FN.D S{9LL BE GFCI PROTECTED SPACING BETWEEN BRACED WALL LINES SELL NOT WRLLS,DESIGNER SHALL CONTACT THE MANUFACTURER TO BASEMENT SHALL BE INTERCONNECTED WITH & CONCEALED SPACES BETWEEN FLOOR/CEILING OF THE INSIGNNIA OF APPROVAL THE FINISHED FLOCR OF THE ROOM IN WHICH THE ID.WHEN A WASHER RECEPTACLE IS INSTALLED INR EXCEED 25 FEET ON CENTER IN 00tH THE TO VERIFY THE LOADING,SIZE,SPECIES,GRACE ANO BASEMENT SMOKE DETECTOR By THE BUILDER ASSEMBLIES SHALL BE DRArTSTOPPED AT 1000 5F B. EXT.CHASES SHALL HAVE U45ULRTIDN AND DRYWALL. WINDOW IS LOCATED. IF THE WINDOW CLEAR-OPENING LONGITUDINAL_AND TRANSVERSE DIRECTIONS. B-FOR CAPE UNITS,WIRE IS STUBBED THROUGH BATHROOM.THAT RECEPTACLE R SEE SHALL DOOR IS PRESENT WALL BRACING SHALL BE IN ACCORDANCE WITH WF SPACING OF LORAD OSE SSG MEMBERS.WINGED ETD FLDOR/CEAAG FOR BUILDER TO INSTALL SECOND INTERVALS SEE SECTION 2502.12 MATERIALS S. FgNOP,RILS SHALL BE PROVIDED ON AT LEAST ONE DOES NOT MEET THESE PERFNMETERS.THE BUILDER OR NOT,THAT RECEPTACLE SHALL BE GFCI PROTECTED. R60WALLS EXCEPT FOR THOSE SUPPORTING WINGED SHALL COMPLY WITH SECTION R50212.L SIDE OF EACH STAIRWAY WITH FOUR OR MORE RISERS SHALL BE RESPON51BLE FOR COMPLIANCE WITH U.GFCI CIRCUIT PROTECTION SHALL BE PROVIDED BY SABLE ION: IN GABLES,BALCONIES.tad FLUOR HALL DEAD LOADS ARE FLOOR SMOKE OETEC IBES. 10.FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRRME BREAKER OR RECEPTACLE EXCEPTION: W ONE AND TNO STORY BUILDINGS, 1 BATHROOM CIRCUIT WIRES DROPPED FROM EACH FLOOR TO FLOOR CONSTRUCTION AND FLAOR-CEILING RSSEMEYIE5 �I-HEIGHT.MEASURED REDYE STAIR TREAD SECTION 86192 8006 IACD.26122 8009 IRC 6 NFO. BEARING STATUS G CONTACT ND WRLLS TO VERIFY 12 SMOKE DETECTORS SHALL BE FIREX 4518 OR A EXCEED SESWET BARGED CENTER IN LINES SHHALL AOT BASEMEN 5HLLL BE WTSPACE NUNITS H LL BLTD_OER W FXxORDRVCE WITH SECTION R60L6 2000-06 IRC, NOSLNGS SHLL 0E NOT LE55 THAN 34 INCHES AND 2312 2012-15 IRC BEFRWG STATUS OF GABLE END WELLS WHEN W DOUBT. NOT MORE THAN 36 INCHES.SEE SECTION RRL7.8.1. 25.2OM-15 IRC d MR-'HRBITRBLE ATTICS'SHALL BE LISTED EQUIVALENT. EXCEED DATE FEET fIJ NGL O ORDER SO 4 Le,P CONSTRUCTION CARPORTS, ON AND FABRICATION ET OF FDO EIN 4.PANEL BOXES W CRAWL SPACE ER.F SHALL BE R392.1[2009-15 IRC 6 MRI CHIMNEY FIREBLDCKAG GUARDS SHALL COMPLY WITH SECTION 83121 DESIGNED WITH PERMANENT STAIR FOR VERTICAL M5MOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO 900 SF IN HX�€SINGLE ROOM NOT EXCEEDING Le.PORCHES.CARPORTS.IMPOS 3,ETC.IS DOE W R INSTALLED BY THE MANUFACTURER.EITHER FOR OTHER UNITS, SHALL COMPLY WITH R1WLIG 2000-06 IRCI,RlDDS19 10.VENTILATION OF ATTIC SPACE SHALL BE PROVIDED BY EGRESS AND R MINIMUM OF(I)EGRESS WINDOW A GENERAL ILLUMINATION CIRCUIT WITH NO BR E W LL L DWELLING UNIT. ALL OS FE MANNER THAT GOES NOT IMPOSE ANY ROOM-IOKL THE MFIRE THE MAY EISHE¢INSTALL THE PWNt7_ 2009-15 IRC b Mq1. FIREBLOCKING SHALL BE APPLIED R COMBINATION OF ERVE AND RIDGE VENTS.THE 25.2003-15 IRC&MR-BRACED WALL ANALYSIS SHR1_BE BRACED HALL LINE SPACING SHALL BE 25 FEET APART BOX,WIRE 7FE PANEL BOX UNDERNEATH F02 BEFORE SPACE IS COVERED OR CONCEALED INTERVENING SWITCHES fANO SHALL SE INTERCONNECTED VERIFICATION LIVE LOADS R TFE MODULAR UNIT.NO MINIMUM N'ET FREE VENTILATION ATREA SHALL BE PERFORMED ON EACH MODEL PER SECTION RBDLI0 IN SUCH R MR 44ER THAT THE RCTIVRTION OF ONE MAXIMUM.EXTERIOR L PANE WALL LINES SHALL REQUIRE By OF L UI CARRYING-CAPABILITIES IS SHIPINSTALLATIONB BY THE BEAKERS OR LABEL WIRES AND SL ROOF COVERINGS SHALL COMPLY WITH SECTION 8905. ALARM WILL ACTIVATE ALL ALARMS IN THE FREER BRACED WELL PANEL FIG AT THE END OF SHIP PANEL BOX AND BREAKERS FOR 12.SKYLIGHTS AND ROPED GLAZING SHALL COMPLY WITH 1/300 THE AREA OF THE SPACE V012-15 IRC (2003-5 I IRC 6 NFU. OPENINGS IN THE I BUILDER WS F5 GREATER ER THAN OF 40x-SIG VENT REl7O AT THE RIDGE ROI2-15 IRCL 27.202-15 IRC-DRIP EWE 54ALL OVERLAP 2",EXTEND A INDIVIDUAL UNIT. SHE BRACED WALL LINE SEE FIG 860210]-3. ELEMENT TO THE MODULAR LMT. IWZPo..LRTIOV BY THE BUILDER - 12. RSOBUi TUBULAR DAYLIGHT DEVICES SHALL 1L THIS NOTE RESERVED FOR FUTURE USE MINIMUM OF 1/4'BELOW THE ROOF SHEATHING,EXTEND G. NTBEADHESIVE ATTACHMENT D C SHEATHING SHALL S. WHEN PANEL BOX IS N MOD L E W UNIT,E MADE IN COMPLY W/SECTION R30B5 f201.2-IS TRW I2 INDIVIDUAL COMPONENTS SUCH AS STRUCTURAL UP THE ROOF SHEATHING Z',RND ED FASTENED WITH Y SHALL BE LOCATED W ERALTi SLEEPING POOH, NOT BE PERMITTED 1N SACS C OR W.SEE REO2.1QILi. S. OPENINGS W MARRIAGE WALLS GREATER THAN 6'-0' CONNECTIONS BETHEEN MODULES SLR11_BE MADE W 13.STRUCTURAL MEMBERS SUBJECT TO HOLE U2ILLING. SYSTEMS,MABLTAEIE SPACES,WN-FABITRBLE SPgCE3. ROOFING NAILS AT 12'OC.ROOFIUN'G UNDERLRYMENT OUTSIDE OF EACH SEPARATE SEEPING AREA FWD ON 7. INTERIOR BRACED WALL LINES SMALL BE FASTENED TO S1HLL REQUIRE R Silts COLUMN OR FOIUVCATIIXN JUNCTIQN BOXES IN THE ATTIC CRVITY NEAR THE CUTTING OR NOTCHING SHALL COMPLY WITH SECTIONS S SYSTE S,i-CLOSETS.UTILITY AREAS,BATHS. ROOFISHFLL EXTEND OVER C DRIP EDGE AT THE ERNE.AND EACH FLOOR LEVEL ALL SMOKE RLRRMS SHALL BE FLOOR AND RCOF FRAMING IN ACCORDANCE WITH TABLE PIER UNDER EACH END IN THE FOUNDATION. ACCESS PANEL OR IN THE BASEMENT.MANUFACTURER CUTTIR5028NG OR N 86025E RB027. KITCHENS,GARAGES,CARPORTS.ETC WIRY BE UNDER THE DRIP EWE E THE RAKE lGfL3LEL RVE,AN LISTED RND INSTALLED W ACCORDANCE WITH THE RW21111L RCTUFL FLOOR PLRNS PROVIDED FOR PERMIT SETS SHALL..SUPPLY JUNCTION BOX�WIRE SEE FIGURES RS)25,2602311),26023121, INTEGRATED WITH ANY RPOFLOOR PRET THEY WIRY(P,E WIRY BE CUT FLUSH E A THE DRIP EDGE UNLESS PROVISIONS OF THE CODE AND NFPR 72 JOISTS PARALLEL TO THE TCP PLATE SHALL BE SN'R(L SHOW LOCATION OF EXTRA SUPPORTS. 6 WHEN PANEL BOX IS NOT LOCATED QV OR DIRECTLY R6026(U,R6025RL SEE ELECTRICAL FIELD NOTE•L TOE t.YNLEO TO THE TDP PLATE WITH MW Ed NAILS B THD'IDOSE RPPLIRNCES AND OR EQUIPMENT SHALL ADJACENT TO RN EXTERIOR WALL OF BUILDING,R 14.THE I),RAC7URR MITT SUBSTITUTE FOR THE JOIST ROTATED 90'RND/DR REVERSED IN ANY DIRECTION, OTHERWISE SPECIFIED BY THE SINGLE MANUFACTURER 14-CARSON MONOXIDE DETECTORS 5HRLL BE PROVIDED RID SPACED R MAXIMUM OF 6 OC BE INSTALLED PER THE PRODUCT MANUFACTURERS SERVICE DISCONNECTING MEANS SHALL BE INSTFLLED AT W PART OR IN THEIR ENTIRETY.APPLICABLE INSTALLED IN ACCORDANCE WITH SECTION REIS. TOP PLATE LAPS SHALL BE FACE NAILED WITH MNL INSTRUCTIONS BY THE BUILDER OR RETAIL CUSTDMFP- R READILY ACCESSIBLE LOCATION EITHER OUTSIDE OF HANGERS SHOWN IN THE TYPICAL CROSS SECTION 5TRUCTLRAL SYSTEM DRAWINGS SHALL BE CROSS DEfECTlYR5 SF1Po1 BE LISTGS A\0.LRBtZEO RS 7. HANDRAILS SHALL BE SUPPLIED RND INbTFALLED BY ThE DRAWINGS,A 2.2 NOMINAL WOOD LEDGER STRIP. REFPRENCED ON fit FLOOR PLRV C2ANINGfl EIGHT IM ISd NAILS EACH SIDE OF THE SPLICE BUILDER BEFORE UNIT U LIED ND THE BUILDING OR INSIDE NEAREST THE POINT OF 15.SINGLE FAMILY OWNER OCCUPIED DWELLING UNITS ARE 13.FOAM PLASTIC IF USED,SHALL BE IN COMPLIANCE COMPLYING WITH UL 20.34 SEE NGS IL2 HUNORRILS SHALL BE FIELD INSTALLED. ENTRANCE OF THE SERVICE CONDUCTORS lW SITE BY EXEMPT FROM THE FOLLOWING CODE REQUIREMENTS WITH SECTION 2315, 151 ENCLOSED INCANDESCENT CEILING LIGHTS IN R CLOSET &OPENINGS W THE FLOOR DR ROOF/CEILING SHALL &THE BUILDER SHALL BE RESPONSIBLE FOR COMPLYING THE BUILDER. R303.10-REQUIRED HEATING 14 THIS NOTE RESFRYED FOR FLRURE USE SHALL HAVE 12'MINIMUM HORIZONTAL CLEARANCE FROM NOT EXCEED TWELVE(12)FEET OR SDZ OF THE WITH SECTION 2310,AFPLICRE.E TO BASEMENTS SERVICE DISCONNECTING MEAN"BALL NOT BE 83061-TOILET FACILITIES COMBUSTIBLE MgTERIFL,SURFACE MOUNTED LEAST FLOOR Q2 RWF/CEILING OINIQJSION- INSTALLED IN BRTHROOMS. SHALL R3D62-KITCHEN FACILITIES 15.BASEMENT WITH FTRBLTABLE S'gCE ANO EVERT FLUORESCENT OR RECESSED ENCLOSED INCANDESCENT SEE R301277 (4). OELU02ING EMERGENCY ANO RESCUE OPENINGS. RLITHCRITY HAVING JURISDICTION! p(EMPTIONS SFBL_L BE SUB-ECT TD RPPROVfL BY SLEEPING ROOM SHALL_HnVE RT LEAST ONE OPENRBLE CEII TNG LIGHTS IN A CLOSET'SAALL HAVE 6'MINIMUM A IN SCC DO,WATER HEATERS SHALL BE ANCHORED Q2 g OF CENTER I ANS RUE FOR ONLY. I NAL ANO NGSMET �D E INSIDE TH-BUILDING THE SERVICE DETERMINE SHE AUTHORITY HAVING JURISDICTION EMERGENCY ESCAPE FIND RESCUE OPENING WITH A SILL HORIZONTAL CLEARANCE FROM COMBUSTIBLE MATERIAL_ STRRPPED STRAPPING SHALL BE AT POINTS WITHIN FOR CENTER GIRDER APEDSUPPORI ONLY.FINAL DRAWINGS ENTRANCE CONDUCTORS SHALL BE ALLOWED TO TRAVEL 16.THE AUTHOR TY HA BE INSTALLED UpPRhIE HEIGHT OF NOT MORE THAW 44 INCHES ABOVE THE FOR SITE WORK RECIRED W CONNECTION WITH FLOOR,R MINIMUM NET CLEAR OPENING AREA OF to 3 NRS AND 4 WRY SWITCHES IN T BE SCI WIRED THAT THE UPPER ME LOWER L3 OF THE APPLIANCES SY A OR R.R.FATION OF TFE UNITCAL SHALL ND DIANE TO THE MAIN VICE SMALL BE MEANS. OF RESISTING UPLIFT FORCES SPECIFIED 5.7 SQUARE FEET.R MINIMUM NET CLEAR OPENING ALL CONDUCTOR. SW IS ES O ONLY I THE BREAKERS SHALNDEDL VERTICAL DIMENSIONS. BY R P.E.POR RBASED ON LOCAL SOIL CONDITIONS. 7. ELECTRIC SERVICE SHALL BE GROIANDGS ON SITE OT ON THE TRUSS DRAWINGS FOR THE ROOF CONDUCTOR SNITCHES OR CIRCUIT BREAKERS SPALL NDT AT THE LOWER POINT.TFE STRAPPING SHALL MAINTAIN HEIGHT OF 24 INCHES FNA R MINIMUM NET CLERK 3(L ALL WORK DONE LN SITE ICTLL BE APPROVED BY THE THE BUILDER M ACCOST DIE WITH GOVERNING CODES. TRUSS TO HALL CONNECTION LPENJIIJG WIDTH OF 20]LACHES DISOONNECT THE GRLXANDGS CONDUCTOR OF A LDsCUIT. R MIIN.DISTANCE OF 4"ABOVE THE CONTRIXS. RUTHDRIT7 HAVING.AURISOICTION &AFTER THE HOME IS SET OV THE FOUNDATION FANO THE CONNECTORS SHALL BE INSTALLED IN ACCORDANCE REQUIRED WINDOW WELLS SHALL COMPLY WITH 17.OUTLET BOXES IN FIRE RATED ASSEMBLIES SHALL BE SEE MI3072. IL 2012.15 IRC-UNDERSIDE OF FIRST FLOOR-FLOOR ELECTRICAL SYSTEM IS COMPLETED BY OTHERS IN WITH THE MRNIFACTURERS EFECTICATIGNS. SECTIONS R31021 FR55 6 SEYMOUR TYPE PIIERN OR R LISTED ASSEMBLY SHALL BE PROTECTED WITH 1/T GYP.OR SAr RCCORORNCE WITH THE GOVERNING CODES,R COMPLETE 17.SINGLE FAMILY UMTS NOT SUPPLIED WITH ELECTRICAL M EACH DWELLING UNTO SHALL CONTAIN AT LEAST ONE EQUIVA(-ENT. WOOD STRUCTURAL PANEL SEE SECTION R5013(2012) OPERRTIDNAL CHECK SHLL OE PERFORMED,THIS CHECK POWER(E3401-2.13REQUIRE WINDOWS or DOORS MEETING HABITABLE SPACE WITH 70 SO FT.MINIMUM GRO55 OUTLET BOXES ON OPPOSITE SIDES OF FIRE RATED SEISMIC DESIGN FIELD NOTES 830213 t2U5)FOR EXCEPTIONS SMALL BE THE RESPONSIBILITY OF THE WILDER. NA URAL LIGHT 6 VENT REQUIREMENTS FOR THEFLOOR RRFA WALL ASSEMBLIES SHALL COPLY WITH 830141, 9.M1RSUt✓RY COSTRlJCTION W SDC 00 SHALL COMPLY 9.COMPLETED FIECTRICRL SYSTEMS SHALL BE INSPECTED FCLLOWD40 AREAS. HABITABLE ROOMS IR3031), OTHER HABITABLE RODMS EXCEPT KITCHEN"SHALL EXCEPTION 2 RNID TESTED IN CONFORMANCE WITH NFPA-70. BATHROOMS IR3033)6 STAIRWAYS IR3017 d 8) HAVE R FLOOR AREA OF NOT LESS THEN 70 SD FT. 1&WHEN CIRCUITS WILL NOT FIT IN R SINGLE PANEL SOX, WITH SECTION 860612- HEAT NOTES TESTING FANO INSPECTION 54AL1.BE PERFORMED 0Y AN 1&2012-15 IRC-DTD-JOINTED LUMBER USED W FIRE BUILDINGS WITH ABOVE GRADE CONCRETE WALLS SHALL I H RESISTANT FLOOR.WALL OR ROOF/CLG R55EMBLIES LESS BLE ROOMS EXCEPT HORIZONS L DI NOT BE A SIB{®FOR ADI INSTALLED SEE ANING fie. COMPLY WITH SECTION R506,8608,OR DESIGNED IN APPROVED EIECTRICRL UNDERWRITERS AGENCY. l SiL.L HAVE T}f'Fi2A"DESIGNATION IN ITS GRACE LESS THAN 7 FEET W ANY HORIZONTAL DIRECTIOU. 19.SEE DWG 3e FOR ADDITIONAL 62008 NECC QEC NATES. ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE L SEE DRAWING 3-FOR ENERGY SUMMARY AND NOTES RND I(L WHEW RRERS ARE PROVIDED IN THE FACTORY. J: SEE SECT.R304.4 FOR H UGHFT EFFECT ON ROOM AREA. 20 SMOKE ALARMS FWD DETECTORS INSTALLED WITHIN SFE 2301224 U VALUES OF WINDOWS fiW WARS. WASHERS.DRYERS,WATER HEATERS MAY BE F1R2K A 20 FOOT HORIZONTAL-PATH OF R COOKING INSTFLLED BY THE MANUFACTURE]. 13 2012-IS IRC-SINGLE MEMBER EXT WALL HERDERS APPLIANCE SHALL BE EQUIPPED WITH AN FLSRM L CONCRETE FOOTINGS IN 500 OO SHALL HAVE MIN. 2.ALL WINDOWS FWD DOORS SHALL WERTHRSTOPPGS WHEN RRERS l)Q flFPLWVCES ARE NOT PROVIDED, SHALL HAVE A PLATE MATCHING THE THICKNESS OF SILENCING MEANS OR BE OF THE PHOTO-ELECTRIC TYPE REINFORCEMENT AS REDUIREO IN SECTION R4-031S 3.CONNECTED ELECTRIC BASEBOARD FEAT LOAD SCALL NOT APPLIANCES SHALL BE PROVIDED BY D£BUILDER- THE UI DER,THE WELD-DIRECTLY ABOVE RID BELOW THE HERDER 21.SMOKE FLARf1S AND DETECTORS SHALL NOT BE 1 FOUNDATION WALLS IN SOC W WITH A MAX.WALL EXCEED 011%OF RATED CAPACITT.1'-0'OF BASEBOARD MANUFACTURER OR RETAIL CUSTOMER R&D 20 MUNCY HOMES.INC SCULL NOT BUILD SUNROOIMS. INSTALLED WITHIN A 3 FOOT HORIZONTAL PATH FROM HEIGHT OF B FEET AM)MAX U49RLA4CED BRCXFILL IS RATED AT 250 WATTS,240V. WSTFILLED ON SITE GUESTROOMS,MRZMNINE5 OR APPLY PV SYSTEMS PER A DOOR TO A KITCHEN OR BATHROOM CONTAINING HEIGHT OF 4 FEET SHALL COMPLY WITH THE 4.ELECTRIC BASEBOARD UNITS SHIFLL BE WSTRIEO TO IL ALL WORK DONE ON SITE SHALL.BE APPROVED BY IN THE APPROPRIATE SECTIONS WITHTHE 2015 IRC R SHOWER DR A TUB EM REQUIRENTS OF TABLE R4041111)AND SHALL HRVE MANUFACTURERS INSTRUCTIONS.LABELING OF UNITS THE WORK D TY HAVING JLRISOCCTION. 2LSMOKE ALARMS AND DETECTORS SMALL NOT BE ONE NO.4 HORIZONTAL BAR LOCATED IN THE UPPER SHALL COMPLY WITH M13011%). 1LDN-SITE DECK/PORCWSMOJP SHALL EXTEND UNDER EXT INSTALLED WITHIN A 3 FOOT HDRIZONTRL PATH FROM 12 INCHES OF THE WALL S.V-U'OF HTDRONIC BASEBOARD HEAT=550 BTUH AT GFCI RECEPT AS SHOWN 50 THE RECEPT MAY BE PLUMBING NOTES THE TIP OF THE BLADE OF R CEILING SUSPENDED R MM THICKNESS OF 75 INCHES IS REQUIRED FOR IEOT'AT 1 GALLON PER MINUTE ACCESSIBLE FROM THE OEC,`PORCW5TOOP. (PADDLE)FRF, PLAIN CONCRETE FOUNDATION WALLS EXCEPT THAT R &FOR HLYDRONIC BASEBOARD HEAT SYSTEM,MANUFACTURER LB REOD FRONT AND REAR EXT GFCI RECEPT SHALL BE 23 INTERIOR STAIRWAYS HAVING 5 OR MORE RISERS SMALL MIN.THICKW55 OF 6 INCHES SMALL BE PERMITTED SUPPLIES FEAT UNITS CONSISTING DF: L DWV LINES SHALL BE ASS SCHEDULE 40 COMPLYING 7. HORIZONTAL ORRIN LINES 2 12'OR LESS SHALL 2L CEMENT.FIBFRCEMHNT,OR GLASS MATT GYP B3 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 GRAM fIDDI SHA L'GRf PRO WITH R5TM D 2661 OR PVC SCHEDULE 40 COMPLYING ROPE R MINIMUM OF L4'PER FOOT COMPL.ING WITH FA.STM C12BB,C7235,OR CU78 SHALL BE CONTROL THE LIGHTING OUTLET. HEIGHT OF 4 FEET,5 INCHES. THROUGH THE FLOOR BUILDER 15 RESPONSIBLE FOR THE ACCESSIBLE"EXT GFCI RS(BELOW SHALL BE PROVIDED A WITH ASTM 0 2655 OR COPPER DWV COMPLYING WITH HORIZONTAL ORRIN LINES 3'TO 6'SHALL ROPE USED AS BACKER FOR WALL TILE IN TUB/SHOWER AREAS 24.MORE THAN 2 NMO CABLES PASSING THRU A FBZEBLMX PLAIN MRSOWY FOUNNDRTION WALLS SMALL BE R MIN. BOILER AND RLL MATERIALS TO COMPLETE THE SYSTEM. FlNO FRaW INSTALLED BY OTHERS IOELON THE MODULES)AT A5TM B 3Dfl A MINIMUM OF L8"PER POOL IR70242).WATER RESISTANT(GREENSURRD)GYPBO 5HLL HOLE MUST BE DERATED PER NEC TABLE©6053 OF B INCHES THICK SEE R40414 Z COPPER WATER PIPE.TYPES K AND M SHALL COMPLY THE FRQNIT AND REAR OF THE tCIX15E SHOULD THE PLASTIC PIPE DWV)MRXT"HORIZONTAL SUPPORT B FITTINGS FOR CHANGE IN DIRECTION OF DRAINAGE CONFORM WITH RSTM 1396,C117B DR C1278.(8702.3.7) 25.RFCI PROTECTION SEE EIEC NOTES 7 6 8 OF Pq 3a 4 FOUNDATION WALLS IN SDC DO WITH R WALL HEIGHT WITH RSTM B BB(MECHANICAL SYSTEMS ONLYL DE. RECEPTS SHOWN NOT BE ACCESSIBLE FROM GRA SPACING-T-1r. PIPING SHALL COMPLY WITH TABLE 30051. 23.THE DISCHARGE WATER TEMP-FROM R BIDET FITTING EXCEEDING 8 FEET AND UNBALANCED EACKFIIL HEIGHT & - - -D--- INDICATES PIPING BELOW FLOOR BY THE MAXIMUM VERTICAL SUPPORT SPACING-EACH STORY 9. MAXIMUM LENGTH FROM WASTE OUTLETS TO TRAP SHALL BE LIMITED TO A MAXIMUM TEMP.OF UO'F BY EXCEEDING 4 FEET SHALL COMPLY WITH THE BUILDER ARROW INDICRTES DIRECTION OF PLOW HEIGHT AND PIPING SHALL HAVE R MIDSTORY GLACE WEIR EHILLL BE 24'. R WATER TEMP.LIMITING DEVICE THATREQUIREMENTS OF TABLE R4114110,R40411(3), FOR HYDRCNIC BASEBOARD FEAT LAYOUT. (L R COPPER PIPE MAXIMUM HORIZONTAL SUPPORT 15 AN ALTERNATIVE TO VENTS THROUGH THE ROOF, CONFORMS TO ABBE 1070. ELECTRICAL SYMBOLS R404.L1(4)AND SHALL HAVE TWO NO 4 HORIZONTAL 9,MANUFACTURER SFFLL PROVIDE R FRAMGS CHASE UPON HEAT FIELD NOTES SPACING-B-0". RR HE ROMITTANCE VALVES COMPLYING WITH RSSE 1051 24.WHERE MANUFACTURE's INSTRUCTIONS ARE NOT BARS LOCATED IN THE UPPER 12 INCHES OF THE:WALL REQUEST TO ALLOW FOR FLUES OR DUCTS TO BEARE MAXIMUM VERTICAL SUPPORT SPACING-EACH STORY 5HRLL BE PERMITTED FOR R SINGLE FIXTURE OR FOR RVAIIAELE,R T2'X12'ACCESS SHALL BE PROVIDED TO 6 DUPLEX RECEPT S SINGLE SWITCH SEE R404.L& PSTR I ON SITE BY THE BUILDER.SIZE TO BE L IF HABITABLE ROOMS DER TO BE INSTALLED ON SITE HEIGHT BUT SHALL NOT EXCEED IT-01. MULTIPLE FIXTURE TRAPS.SEE SECTION P3114, WHIRLPOOL CIRCULATION PUMP LE55 THAN 24'FROM S. FOOMATION AND WF11 ANCHORAGE IN SCC DO,IN DETERMINED BY TF€BUILDER, FURIN NAGE IS BY BUID,A AND R E ROOM FUEL Z WATER SUPPLY LINES SHALL BE TYPE L COPPER IL HORIZONTAL VENT PIPES SHPo1 BE LOCATED A THE ACCESS OPENING. THE ACCESS MUST BE 18'X16' S lOFLEXIBLE DUCT CONNECTORS SHALL BE LIMITED TO 14 CONSTRUCTED IS SPECIFIED,A FO EX E ROOM CALL BE COMPLYING WITH ASTM B 8fl MINIMUM OF 6'ABOVE THE FLOOD LEVEL RIM OF FOR CIRCULATION PUMPS GREATER THAN 24"FROM GFI RECOPY 3 THREE WRY SWITCH RNCHOdR L THE REQUIREMENTS OF 240316. BUILDER SMA RNID R VENT TO EXTERIOR PROVIDED. COPPER LINES MAXIMUM HORIZONTAL SUPPORT THE HIGHEST FIXTURE SERVED THE RCCE55 CPENWG P27201 rFi,,tm SHALL BOLTS SPACED NOT MORE THAN 6 FEET DC ��A LENGTH S OPTION OF O ITTINGLEMTH F UNLIMITED BUILDER SMALL COMPLY WITH APPLICABLE CODES FOR SPACING-T-W. iz SHOWERS SHALL COMPLY WITH SECTION PZ708. 25.WET-VENTING PER P3108. 41' WRTERPROOF RECEPT THERMOSTAT SHALL BE LOCATED WITHIN 12 INCHES FROM iFE ENDS OL MRNIFACTIA2pR IiAs OPTION OF OMITTING SFE FORTING ANY RODITIONRL REDUIRFME TS. MAXIMUM VERTICAL SUPPORT SPACING-EACH LAVATORIES SHALL COMPLY WITH SECTION P2711. 26 SHINER COMPARTMENTS CAN HAVE R MINIMUM FINISHED OF EACH PLATE SECTION AT INTERIOR BEARING WELLS. SYSTEM FOR ON SITE D45TRLLRTION BY THE BUILDER 2.RLL WORK DONE ON SITE SHALL BE APPROVED BY THE MW lP 2213 RECEPT -- PFINEL BOX INTERIOR BRACED WALL LINES AND AT ALL EXTERIOR STORY HEIGHT BUT NOT TO EXCEED IG-0D'. WRTER CLOSETS SHILL COMPLY WITH SECTION PZ712. INTERIOR DIMENSION OF 251 PROVIDED THE SHOWER WALLS. 2LD9-I5 IRC-WHERE A CLOTHES DRYER SPRCE IS IT 152EC HAVING O INSLLRTENL CPVC COMPLYING WITH ASTM D 2846 MAY BE BRTHIUSS SHALL COMPLY WITH SECTION 2713. COMPARTMENTS CRO55 SECTIONAL AREA IS AT LEAST �1} PLATE WASHERS,R MIN.OF(1229'.3'x3'SHALL BE PROVIDED.R DRYER EXHRUST SHALL BE INSTALLED. I IT IS NECESSARY TO INSULATE E BRSE FOR WELLS USED AS AN ALTEI3NRTE MATERIAL 13.BRTFTUB AND SHOWER FLOORS AID WALLS ABOVE 1300 SQUARE INCHES A SHOWER COMFTRTMENT EGRESS Y LIGHT USED ON EACH SOL..T BETWEEN THE FOUNDATION SILL IF NOT INSTALLED BY THE MANUFACTURER,IT MUST TO ENSURE COMPLIANCE WITH THE FORCED RIR CULT CPVC LINES MAXIMUM HORIZONTAL SUPPORT BATHTUBS WITH INSTALLED SHOWER HEADS MD IN OPENING SHALL BE R MINIMUM CLEAR AND PLATE AND THE INUr. BE INSTALLED BY THE BUILDER R-Vf�UE REQUIREMENTS.W UNCONDITIONED SPACES SPACING-3-0". SLOWER COMPARTMENTS SHALL BE FINISHED WITH R UNOBSTRUCTED FINISHED WIDTH OF 22 INCHES. ®RANGE HOOD VENTED TO EXT. 4 FEET D.C.MAX ANCHOR BOLT SPACING FOR BUILDINGS 2OM-12 IRC-WHERE R CMCEFLED DRYER DUCT IS THAT ARE NOT INSULATED.THE FORCED AIR DUCT MWUMUM VERTICAL SUPPORT 5FRCING-EACH NCNRBSORBEDT SURFACE SUCH WFLL SURFACES SHALL 27.[NJ,06-15 IRC&MAI THE HOT WATER TO BATHTUBS OVER 2-STORIES IN HEIGHT. INSTALLED,THE LENGTH OF DUCT SHELL BE MUST BE COVERED WITH SUFFICIENT INSAATION TO STORY HEIGHT AND PIPING SHALL HAVE R EXTEND TO R HEIGHT OF NOT LESS THAN 6-0'ABOVE 0R WI-O ZIPOOL TUBS SHALL BE LVIUM TO A MAXIMUM FAN LIGHT VENTED TO DLT. ATTAIN R FORCED AIR DUCT INSULATION VALUE AS MIDSTORT GUIDE THE FINISHED FLOOR. TEMPERATURE OF 120E BY R NATER TEMPERATURE ® SEE R403161 ANO R60L11.L PERMANENTLY IDENTIFIED WITHIN 7Z'OF THE DUCT LRD5TCRT GUI PCLYETFITLENE fPEX)COMPLYING 14.SHOWERS, ED FLOOR. FIND WHIRLPOOL/SHOWER LIMITING DEVICE THAT CONFORMS R F65E 10JG ave SMOKE DETECTOR 91 JUNCTION BOX 6. ALL WORK DONE ON SITE SHALL BE APPROVED BY TIE CONNECTION 2015 IRC SIGNAGE REDD WHEN>35 RUN REOUIRGS BY THE APPLICABLE ENERGY CODE AUTHORITY HAVING JURISDICTION 4.2009-12 IRC-DRYER DUCTS INSTALLED WITHIN 1-L4' DEPARTMENT OF STATE WITH ASTM F 677 MAY BE USED AS AN COMBINATIONS 5HALL BE EDUIPPED WITH CONTROL EXCEPT WHERE SUCH PROTECTION IB PROVIDED BY oHYOROMC F7ASEB0 OF THE FRAMING EDGE SMALL BE PROTECTED WITH R 5 pMStONO DEPARTMENT OF SATE CODES RLTERNRTE MATERIAL VALVES OF THE PRESSURE BALANCE. R COMBINATION TUB/5HOWER VALVE 5M10KFJC0 DETECTOR METAAL 511119 2'ABOVE THE SOLE PLATE AND Z' CROSS-LAKED POLYETHYLENE(FIX)LINES MAXIMUM THERMOSTATIC MIXING OR COMBINATION 2&2009-15 IRC-WRIER SUPPLY RISER FROM SHOWER o QCT BRSEBD STRIP OUTLETS PLUMBING FIELD NOTES BELOW THE TOP PLATE. AMANY.W12DI-0001 HORIZONTAL SUPPORT SPACING-Z-B'. PRESSURE BRL.RNCE/THQRMOSTRTIC MIXING VALVE VALVE TO HERO OUTLET SHALL BE SECURED U5ING 2009-IS IRC-MICROWAVES INSTALLED ABOVE COOKING SFamp alAppmV M lora SyaUnk Modeler Compmeat MAXIMUM VERTICAL SUPPORT 5FRCING-EACH TYPES WITH HIGH LIMIT STOPS COMPLYING WITH DEVICES DE51GTNED FOR USE WITH THE SPECIFIC PIPING L BUILDER RESPONSIBLE FOR SUPPLYING 6 INSTALLING APPLIANCES SHALL CONFORM TO BL 921 STORY HEIGHT BUT NOT TO EXCEED 10'-0'AND R55E/RNSI 1016. MATERIALS OR FITTINGS ANCHORED WITH SCREWS. 36 MAX FLOW RATES FOR FIXTURES OR FIXTURE FITTINGS: DISHWASHER 6 ICE-MAKER-BOX WATER HAMMER M1387 2017-123 10�20�2017 LAV FAUCET-22 qpm B 6D psi ARRESTOR COMPLYING WITHCASSE 1010 6.RETU2N FAIR❑M602 PLACEMENT RESTRICTIONS LWS PER MIDSTORY GUCOE THE HIGH LIMIT STOPS SHRLL BE SET 2fl 2009-IS IRC-EACH FIXTURE DRAW SHRLL CONNECT SHOWER HERD-L5 qpm B 80 psi IRC SECTIONS LL PI 6 624425 12009-RSDS IRCL MawhrLsp, Nb adybloaNa. Dae ymvAxl WRIER D15TRIBUTMN PIPING 51-FALL CONFORM TO TO LIMIT WATER TEMPERATURE TO R MAXIMUM I2C F. INDEPENDENTLY TO THE HORIZONTAL_WET VENT. SINK FAUCET-22 FOR ONLY IRC STATES. WRIER HNV1ER ARRESTORS 7,gpI2-15 IRC-RLL PIPING RVD TUBING SHALL BEAR THE XonCE nvap4 ham Neem`Unenmoxepx%bftyeHa&ck edded Spm B W pps� IDENTIFICATION MANUFACTURER. C�'4+h�p'1 �1' CU RNSIMSF 61 AND STANDARDS LISTED ABOVE 15.BATHTUBS INCLUDING GARDEN,WHIRLPOOL fiVO HOT 30.2015 IRC-DOMESTIC FEDI WATER SUPPLY PIPING WATER CLOSET-L6 I PER Fl_l1SH ING CYCLE ARE ONLY NECESSARY AT ICE-MAKER-BOX AND naweprazdWav�t�amon nuneatse/sM. 3. PIPING,FIXTU,RE5,MATERIALS AND DEVICES TUBS SHALL HAVE OUTLETS AND OVERFLOWS RT LEAST SHALL BE INSULATED TO R MINIMUM OF R-3 UNDER q° DISHWASHER LOCATIONS IF RELXJIRGS B'f THE TmcppwdowmL.cwfemntem+rma�.Wib,drnsa,s- 2N2 IRC-PLASTIC PIPE.FITTINGS RYO COMPONENTS UTILIZED IN R PLUMBING SYSTEM SHALL COMPLY IS INCHES IN DIAMETER,AND THE WASTE OUTLET THE FOLLOW CONDITIONS(PRESCRIPTNEX MANUFACTURERS INSTRUCTIONS. SHRLL BE 3rd PARTY CERTIFIED AS CNFRMNG TO NSF14, a raassaa6onee.pp.Wdearaeih. WITH SECTION P26M SHALL BE EQUIPPED WITH FN APPROVED STOPPER -PIPING 3/4"AND LARGER. L BUILDER RESPONSIBLE FOP.SUPPLYING AND 2012-15 IRC-ALL PIPING.TUBING AND FITTINGS SHALL Al.b �^mNe�•"�f e"PaAMe/mekdCod.Er&.nxnLOSd- 4. SOLDER AND FLUX USED FOR COPPER PIPE SHALL HAVE 16.JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE -PIPING SERVING MORE THAN ONE DWELLING UNIT. INSTALLING BATH FIXTURE FIRE BLOCKING. EITHER SE TESTED DR CERTIFIED BY AN APPROVED ; r R CHEMTCp..COMPOSITION EIXXL TO OR LESS THAN WATERPROOF AT FLOORS,WRNS AND COUNTERTOPS. -PPING FROM WRTER HEATER TO A DISTRIBUTION 3 FIELD INSTRLLGS PIPING BETWEEN SECOND 6 FIRST THIRD-PARTY TESTING AGENCY. I,f1/„t.:- By t F- D2 PERCENT LEAD,THE SOLDER SHALL COMPLY WITH 17.COPPER AND PLASTIC PPE SHRLL BE PROTECTED MRNAIFOLIl FLOORS,BRSTRODM TILE 6 FREEZE PROTECTION ON! 2012-I5 IRC-E'LEC BRSEBOARO HERTFRS MUST BE LISTED Jo1nRPddafAMA&VW-dX Andreade;BA RSTM 632 THE FLUX SHALL COMPLY WITH REM BELS. WHEN LESS THAN 1 LF FROM NEAREST EDGE OF WOOD 3L 2012-15 IRC-WASTE WATER FROM BATHTUBS,SOWERS. I 'L'IICRAWL SPACE APING PLUS FLL WORK CONE ON SITE AND i RS=PER UL 104.2, 5 JOINTS BETWEEN DIFFERENT GRADES OF PLASTIC PIPE MEMBER PROTECTIVE S 99-D PLATES SHALL BE A M R LAVs.CLOTHES WASHERS,AND LAUNDRY TRAYS MAY BE ,N¢5=� ESO SHALL BE APPROVED BY THE RUTHDRLTY HAVING 2012-IS IRC-WHOLE HOUSE MECH NlCRL VENTILATION AND OTHER PIPING MATERIAL SHALL BE MRCS WITH AN OF 0062 THICK STEEL AND SKRLL COVER THE AREA DISCHARGED TO AN APPROVED GRRY WATER SYSTEM 4 M s7;y�n JURISDICTION.PIPING SHALL BE FIELD TESTED SYSTEM RGSURIED PER MISM. MRSTER SERIES APPROVED RDAPTER FITTING OF THE PPE WHERE THE MEMBER IS NOTCHED OR DE5IGNEO PER SECTION PSOM. c J4 " c BEFORE CONCEALMENT. DUTDCOR INTAKE OPENINGS WITHIN IV OF R fl FOR ABS PIPE RIM FITTINGS,R SOLVENT CEMENT BORED SM SHALL EXTEND R MINIMUM OF Z"ABOVE 3L ZMZ-15 IRC-PIED FITTINGS,TRAPS,FIXTURES F k • 9 4 4. ROUGH AD FINISHED DWV SYSTEMS SHALL BE TESTED CONTAMINATION SOURCE FARE TO BE 2'BELOW THE THAT COMPLIES WITH RSTM D 2235 SHALL BE APPLIED SOLE PLATES AND BELOW TOP HATES.SFE P250121 UTILIZED IN A PLUMBING SYSTEM SHALL BEAR THE ID K IN RCCOROA\CE WITH SECTIONS P250351 ANA CONTAMINATION SOURCE 12003-09 IRC-MR),3'BELOW RLL MODELS TO ALL JOINT SURFACES.SEE SECTION PZBM31-L 18.CIXN'CEALEO PIPING IN LMERTED AREAS INCLUDING OF THE MANUFACTURER,REFERENCED STANDARD AND y P250351 FOR 2012-15 IRC FOR CPUC PIPE AND FITTINGS,A SOLVENT CEMENT OUTSIDE WALLS SHLL BE PROTECTED AGAINST 3rd PARTY INSPECTION AGENCY. 3M S. ROUGH AND FINISHED WATER SUPPLY SYSTEMS SHELL 3.2012-LS IRC-AIR EXHAUST OPENINGS SHALL TERMINATE SCHEDULES b NOTES THAT COMPLIES WITH RSTM F 493 SH-L BE APPLIED FREEZING PIPING SHALL NOT BE LOCATED IN 33.VENT SHALL TERMINATE Z ABOVE OPENINGS WITHIN 19 a� 0761 dlI 13E TESTED IN ACCORDANCE WITH SECTION P25017. 3 OR MORE FROM PROPERTY LINES,3 FROM OPENINGS TO ALL JOINT SURFACES.THE JOINT SHALL BE MADE UNHEATED SPACES WHEN POSSIBLE E2003-2069 IRC-MR,V ABOVE OPENINGS WITHIN 10'FOR 7JT¢SnSL INSPECTION&.TESTING OF BACKFLOW PREVENTION CWINDO W5.DOORS,ETC)INTO THE BUILDING,AND 1() WHILE THE CEMENT 15 WET.AND IN ACCORDANCE WITH 19.CONCEALED PLUMBING SiFILL BE TESTED IN PLANT 2012-15 IRC. DEVICES SHALL COMPLY WITH SECTIONS P2503H1 FROM MECHANICAL AIR INTAKES UNLESS THE EXHAUST MUNCY HOMES, INC- RSTM D 2846 CR RSTM F 493 SEE SECTION P290ERL2. NO PLUMBING SL BE CONCEALED BEFORE TESTING 34.20DB-R IRC-LAUNDRY TUB MIN.1-1/51'DRRIN. 1-1/Z" 912 ill ANO P250322- OPENING IS 3'ABOVE THE RIR INTAKE _,,,% SHALLFOR PVC PIPE RID FITTINGS,A PRIMER THAT TEST GAUGES SHALL COMPLY WITH SECTION P25039. LAUNDRY TUB MW ORRIN-2015 IRC.MR,NT,NJ 6 ME. S. ALL WORK DONE ON SITE SHALL EE APPROVED BY ¢,2015 IRC:CONDENSATE DRAINS TO BE IN5TLO TO ALLOW 1567 PR ROUTE 442 COMPLIES WITH ASTM F 655 SMALL BE APPLIED Za IN-PLANT PLUMBING SHALL BE LABELED AND 36 PPE,PPE FITTINGS,JOINTS,VALVES.FAUCETS d TFE RLUTiORCTT HAVING JURISDICTION. MAINTENANCE OF THE ORRIN W/0 CUTTING THE DRAIN. MUNCY. PR 17756 TO ALL PVC SOLVENT CEMENfm JOINTS. PROTECTED DURING TRANSPORTATION.NSPORTATN. FIXTURE FITTINGS SUPPLYING WRTER FOR DRINKING 6 5 2015 IRC REFERENCE DUCT LENGTH TABLE M3506.2 IF SOLVENT CEMENT FOR PVC PIPE COMPLYING WITH RAGGED,CAPPED,ETC. COOKING 5HFL-L COMPLY WITH NSF 372 6 CONTAIN R MANUFACTURERS INSTRUCTIONS NOT AVAILABLE FACE�44 SAIL BBEION 9P APPLIED TO RLL JOINT ZL SEE DRAWING 6h FOR AOOITIDNAL PLUMBING NOTES, W��AVERAGE LEAD CONTENT OF<or=02551SURDRN BY I DATE I SCALE I REV. HT. NO FOR CROSS LINKED POLYETHYLENE IPDA PIPE AND FITTINGS-JOINTS BETWEEN TUBING OR FITTINGS DR03S\36_ngBASENAME 6 MJL 1 3-22-91 1 NONE 1 8-18-2017 1 3b SHALL COMPLY WITH SECTIONS P2906915. FLOOR JOIST SUMMARY FLOOR JOIST SUMMARY ROOF SHERTHING SCHEDULE; WALL SHEATHING SCHEDULE • FLOOR SHEATHING SCHEDULE ROOF F � O/ IN MAXIMUM NOTES RATING OIC L EQUAL OR BETTER MATERIAL MAY BE SUBSTITUTED. 3/8'PLYWOOD SHEATHING 3/8'PLYWOOD SHEATHING I9/3Y TdG PLYHa BTUED-I-FIAOR OR EQUAL. SHEATHING SPAN 2'. MRNFACTURER HAS OPTION OF DECREASING THE UNIT •AIST SIZE,SPECIES AND GRADE OF FLOOR JOIST(NOTE.2 6 3) ISLET JOIST SIZE.SPECIES AFO GARDE OF FLOOR.JOIST-SEE NOTE•2 6 3 7/16' � � 7/15, 5/8• THICKNESS RATING 24• 192 16• ELEMENT DL SPACING. WIDTH SPACING LODiH1 SP,&, � �T 23/3Y S. END.SILTED LUMBER MAY tE USED SA ERLHBWG[A�7 40 PSF LIVE LOAD SEPSF t I 3/B•OB.SHERTH ONG• 3/B•D9.SYERTF@NG• 19/32.•TGG D$STURD-I-FLOOR OR EOUL 7/36' 24/16 40 PSF 10 PSF 300 PSP WITH SOLID SAWN MEMBERS fP'THE SAME SPECIES 15/32• 32/16 to PSF 110 PSF 365 PSF AND(RADE IN WALL CONSTRUCEIOH 24' 12• 2x8 SHS•2/•1 OR OUS_ 7n�. ul, 23rd[' 19/32° 40/20 120 PSF 195 PSF 275 PSF SEE SHT 3..Gf9FRF1 NOTES-L NOTE•15,FOR FIRE 24' 16• 2.0 SPF.2/•1 DR EDU;. �. . , 23/32' 48/24 175 PSF 270 PSF a/. RESISTANT ASSEMBLY REWIRMDNTS. 24' 24' Z40 5PF(SOUTH)OR EQUAL 24' IE Zd0 SPF(SOUTH)•2 OR EDIFIL V2• 3/Y 4. ALL SUMMARY TABLES REFLECT THE 2OD5-2015 PDS. 24' lE 2X12 5PF(SOUTH)S2 OR EcuRL 15/32'COMBINATION SHEATHING/SIDING 25 12• 2X8 SPF•2/•1 OR EUJR'L 2S lE 2xiD SPF s2/.1 OR EOUfiI_ I/T COMBINATION SHEATHING/SIDING SEE GElEPFL NOTE.5 5. WHEN ATTIC FLOOR G DESIGNED FOR STORAGE USE 25 IE 2X8 5P•1 ORE R E 26' IE ZdO SPF ISOJTT)•2 OR EDIFY_ 19/32•COMBINATION 5HERTHING/5IDIHG THE ROOF SHEATHING SGEIXI.E f3/8'NOT APPLICABLE). 2C IE 2.8 SPF EOR EQ.2 OR fAURL 28' 32' Z,12Z.ID SPF fSOUTH)a2 OR EOUALUAL 5/B'LOMBIMNRL7N SFEHiHONG/SIDAG G. DNIIIRIDR NON-LOR[6FJDRlNO WALLS MAY BE OF WOOD STUD 26 24' 240 SPF•2/•1 OR EOUR_ 28' w 2.10 5P•1 OR EQUAL SEE GENERAL NOTE.7 WOOD STUDS)SHALL BE RR MINS OF 8,B SPF STUD GRADE 76 24• 212 5PF(SOUR).2 OR EDUAL 28' SE 242 SPF(SOUTH)•2 OR EOLrL SPACED NO MORE THAN 24.O.C.WITH R MA XEMUM 26' 192 •3x2.9 SAr TRUSS JOIST OR EQUAL 31' 12• 2.11)EP.1 OR EQUAL CEILING HEIGHT OF IU-M 31' 1G' 2.12 SP•1 OR EMNIL AS RV OPTION,PRE-ENGINEERED WOODS STUDS MAY 28 12' 7x8 SPF.2/.1 OR EOUA L ALSO BE UTILIZED.THESE ARE MRM FRCTUtED IN 28' IS, ZdO SPF(SOUTH)•2 OR EQUAL • ALL SHEATHING IS AGENCY RATED EITHER 7x4 OR 2.6 NOMINAL DIMENSIONS. 7. RATED SHEATHM PANELS WITH ROOF SPAN RATING 28 24' Zd2 SPF(SOUTH)•2 OR ED UAL FLOOR JOIST SUMMARY MOTES OF 24.OR GREATER INSTALLED WITH LONG DIMENSION 28 M. 3X2..9 3Ar TRUSS JOIST OR EQUAL L JOISTS USED IN AN EXTERIOR APPLICRTION TO DE PRESSURE BASEMENT WALL LORDS AND CENTER GIRDER SUPPORT LORDS FIND SPACING (NOTE 86D EITHER PARALLEL OR PERPENDICULAR TO STUDS TREATED LUMBER SEE SECT.X35 OF APPROVED CRLC MRMUA- 1E OR 24.Or-[EXCEPT 3-PLY PLYWOOD PANELS MUST 31' 16' 240 SPF•2/4 OR EOLIRL 2 SEE SECT•7 OF APPROVED CALC MANUAL FOR INTERIOR APPL FLOOR JOIST BE APPLIED WITH LONG DIMENSION ACROSS STUDS 31' z4' 2.12 5P s2 OR EOJEL UNIT NUMBER OF' TIDE Or UNIT ROOF PITCH GROUND BASEMENT CENTER GIRDER CENTER GIRDER WHEN STUDS ARE SPACED 24.OZI 31' 192 •322x9 3/B'TRUSS JOIST OR EIX.FL 3 INTERIOR APPLICATIONS LP To 125 P5F MRY BE FOUND IN SECTION.7 WIDTH STORIES X/12 SNOW LOAD WALL LORDS SUPPORT LOWS SUPPORT SPACING RATED SHUMM'G PANELS WITH ROOF SPRY RRTBNG OF THE APPROVED CALC MRMUAL ('g)PSF SEE NOTES SEE NOTES SEE NOTES LESS THAN 24'INSTALLED WITH LONG DIMENSION • SEE DETAIL•5 OF SHIT eA .L.2'.6 .1 AND•2 •L•3.e7 167'EG E PARALLEL L7HI000 PANELS 3/8'THICK OR PERPENDICULAR TO STUDSR 24 1 M'RANC71.ELL..SPLIT.TEE LESS THAN 9 as-STI E53-804 1278-7578 518'-S-1• ACROSS ST BE APED WITH LONG DIMENSION 30 PSF LIVE LORD 25 1 LESS THAN 9 35-50 859-1101 14M-1738 01-s*-T J' 24' 16• 21B SPF(SOUR)n2 OR EOUA. 28' 1 1 THAN 9 35-50 979-1107 SSS4-1956 8'-2!-724' 241 24' 726 SPF.2/-I OR EQUAL 24 24' ZdO SPF LSDUTHI•2 OR EQUAL 31' I LESS THAN9 35-SO 973-31724-2156 7'-9"- 2Y 2 2 STORY LESS 11NRN 9 35-50 1033-318118 4 2018-2318 415, 4'Z-422' 2E I6' 2.8 SPF•2/41 OR EOLlRL 26' 2 2 STORY LESS THAN 9 35-SO 1267-1509 2198-2534 710'-6'-7 2E 24 2.10 SPF(SOUTH)•2 OR EOUA- 28' 2 2 STORY LESS THAN 9 35-50 1314-1542 2414-Z8D6 S-S,-G-1 3T 2 2 STORY LESS THAN 9 35-50 1456-1715 26SB-3092 6131-SL10' 28' w 2xB SPF.71.1 OR EQUAL 24' 1 RR,RS701 W/ATTIC 5TOR. 5-7 35-50 BSS-1168 7294-102 S-W-4111' 28' 1E 2dO SPF ISOUAO•2 OR EOUFL 2S 1 S-7 35-50 1050-1389 1135-1338 3-5,-BLT 28' 24• 2dO SPF•2/4 OR EQUAL 28' 1 5-7 35-50 3099-1438 1230-1456 9'-11-DLS Sr 12• 2.8 SP r2 OR EDUA.. 31' 1 S-7 35-SO 1115-1443 1365-1672 IT-9'-T-ll• 31' 1E ZM SPF(SOUTH).2 DR EWA- 24 2 2 STY W/RTTIC STORAGE 5-7 35-50 7275-1598 2634-2342 4'-5,-4J-2' 31' 24` 2X12 SPF•2/•1 OR EWA_ 26' 2 2 STY W/RTTIC STORAGE 5-7 35-50 1458-1795 1932-2134 T-4'-T-O' 28' 2 2 SIY W/RTTIC STORAGE 5-7 35-510 1543-1871 2080-2306 T-2'-618• 31' 2 2 STY W/RTTIC STORAGE 5-7 35-so 1592-1920 23M-25% slur-SLS, E7X 6.R SIDE WALL STUD SUMMARY-APPLICABLE TO MARRIAGE WALL STUD SUMMARY-APPLICABLE TO 28' 2 CONTEMPORARY LESS THAN 9 as-SO 1336-is" 2538-2916 6'-10•-T-E UMTS USING 4 TO 7/2 MONO-PITCH TRUSSES UNITS USING 4 TD 7/12 MONO-PITCH TRUSSES 31' 2 CONTEMPORARY LESS THAN 9 35-SO 1563-1743 2992-3312 T£-74r WINO UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILIM NUMBER UNIT NUMBER GROUND SIZE SPECIES,GRADE STIR CEILING 2N 1 CAPE 9 35-50 B87-U55 I(1D6-1168 F-Y-5131 ZONES WIDTH OF SNOW SEE NOTES 7.8,9,IL OC HEIGHT MW- WIDTH OF SNOW SEE NOTES 7,9.11 Oc HEIGHT 26' 1 CAPE 9 35-50 B90-U48 1158-1372 915,-IF-W MPH STORIES LOAD E SPACING NOTES WAIS STORIES ORD(P) SPACING NOTE 6 28' 1 CAPE 9 35-50 1001-1291 1218-1455 9'-1-8'-5, 1OV13D 241-31' 1-2 50 2X6 SPF STIR 24' 96• 2 24'-31' 1 35 2.3 SPF.2/X1 24' 9E Be 1 CAPE 9 35-SO INS-1522 1200-1490 9'i'-8'-E ND'iE 1 2 24'-T6' 1 SO 2X3 SPF STUD 24' 9E 24' 2 2 STORY CAPE 9 35-50 1267-$35 1746-1908 4[30'-417 2 24'-31' 1 SO 2X4 SPF STUD 2Y 9E 2 24'-31' 1-2 50 2x4 SPF STUD is, 9E 26' 2 2 STORY CAPE 9 35-50 129B-15736 1954-2168 74'-7LO' 28' 2 2 STORY CAPE 9 35-SO 1436-1726 2068-2286 722'-6'-1D' 110/142 24'-311 1-2 SO 2.5 5PF STUD 16' 96• MARRIAGE WALL STUD SUMMARY-APPLICABLE TO UNITS WITH A 5/12 AND 31' 2 2 STORY CAPE 9 35-50 1645-1999 7714-2424 611D'-9-6' 9/29/16 O0/142 VATE 1 24'-91' N1OTE 5 2x6 5PF STUD 24' 9E 7/12 ROOF PITCH RM THE ATTIC S USED FOR STORAGE,MFLICRBLE TO 24' 1 CME 12 35-50 842-995 1078-1222 622'-5111 UMTS WITH A 9/12 OR 12/12 ROOF PITCHi0Y41p 26' 3 CME 12 35-ED 892-1012 1206-1260 9-11-911' � NC 120/155 24'-31• 1-2 1 35 Z 5 5PF STUD lE 9E NUMBER UNIT NUMBER D GROU SIZE,SPECIES,GRADE STUD CERAG 28' 1 CAPE 12 35-50 977-1117 1264-1318 9-1•-B'-9' *$Rt►'6iEY��P NOTE 1 KAM WIDTH OF SNOW SEE NOTES 7.9,10 OC HEIGHT Be 1 CME 12 35-50 1138--1478 1330-1516 6-9'-B'-z' NFd.15 STORIES LORD(Pg SPACING NOTE 6 24 2 2 STORY CME 12 35-50 1222-1375 1818-1852 4'-B'-4'-8' EXTERIOR 5717E WALL STUD SUMMARY-APPLICABLE TO UMTS WITH A 2 24'-3L' 1 50 2x3 SPF•21.1 24 9E 2f7 2 2 STORY CME 12 35-50 1300-1420 2002-2055 T-2'-T-21 5 TO 7/12 ROOF PITCH AND THEE RTTIC S USED FOR STORAGE 2 24' 1-2 50 1 24 WF STUD 16' 96' 28' 2 2 STORY CAPE 12 35-SO 1412-1552 2114-ZLSS 7'-O'-710' MQ 31' 2 2 STORY CME 12 35-SO 1625-1955 2264-ZSDO SJ-ALT-616' OO OT �v WIND UNIT NUMBER GROUND 512E,SPECIES,GRADE STUD CEILING MARRIAGE WA1 STLA SUMMAA.Y-APPLICABLE TD 24' 2 CME WITH SEED DORMER 12-411 BS-50 1765-1398 ]559-1849 4LE-4 I• ZONES MOTH OF LOAD SEE ND7H5 7,86 9,10 OC NOTE 6 CAPES WITH A SHED DORMER-411/12 SIDE MPH STORIES OAD P SPACING NOTE 6 20 2 CAPE WITH SHED DORMER 12-411 95-50 1356-1359 1650-1947 T-4'-fits 101/130 24'-31' 1-2 50 2.5 SPF STUD I6' 9E NJMBER UNIT NUMBER GROUND SIZE.SPECIES,GRADE STUD CEILING 2B' 2 CAPE WITH SHED DORMER 12-411 as-50 1207-1410 1731-2032 T-4'-GLS' 101/130 2M-31' 1-2 SO 2.5 SPF STUD 24• 9E MRRR. WIDTH OF SNOW SEE NOTES 7,9,3 OC HEIGHT 31' 2 CAPE WITH SHED DORMER 12-4,11 35-SO 1396-165S 1813-2098 NOTE 1 NOTE 5 WALLS STORIESamm IPg SPACING NOTE 6 70 2 SALTBOX 12-5 SFE DWG 3e1 SEE DWG 3X1 SEE OWG 3X1 SEE DWG 3,1 110/142 24'-BY 1-2 50 2x6 SPF SILO IE 96' 2 2F-31• 2 50 2x3 SPF•71.1 24' 9E ZB' 2 SALTBOX 12-5 SEE DWG 3e1 SEE DWG 3X1 SEE DWG 3X1 SEE DWG 3e1 SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL NOTE 1 24'-31' N1-2 OTES SO 2.5 5PF STUD 24' 9E 120/155 24'-31' 1-2 50 2X6 STUD 1E Sr MARRIAGE WALL STUD SUMMARY-APPLICABLE TO LLLLEFT NUMBER S FOR 35 PSF GROUND SNOW ZONE(P I NOTE 1 CAPES WITH R SHED DORMER-12/12 SIDE RIGHT NUMBER S FOR 50 PSF GROUND SNOW ZONE IPg). 2 LORDS ARE GIVEN IN LB/LTLEPL FOOT. EXTERIOR SIDE WALL SND SUMMARY-APPLICABLE TO NUMBER UNIT NUMBER GROUND SIZE SPECIES,GARDE STUD CEILING 3. CENTER GIRDER SUPPORT SPACING S B85ED UPON THE INSTALLATIaN OF R 3'RSC SIO.STEEL PIPE MARPL OF COLUMN WITH Fy=36 K5I ANO LANBRRCED COLUMN LENGTH-BO FEET,ALLOWABLE CONCENTRIC UNITS WITH A 9/12 OR 12/12 ROOF PITCH WALLS WIDTHSTORIES m UWP SEE NOTES 7.9.3 M�= NO� LOAD=34.000 LBS.AND R LY x 9'x IT STEEL RATE FASTENED TO THE CENTER GIRDERS. ALTERNATE METHODS OF SUPPORT MAY BE USED PROVIDING THEY ARE CAPABLE OF TRANSFERRING THE WIND IMT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING 2 24'-31' DNR 50 2x4 SPF SRO 24' 9E DE57GN LORDS FROM THE FLOOR GIRDERS To THE FIXIDATION. ZONES WIDTH OF ANON SEE NOTES 7.B.9.10 OC HEIGHT - ALTERNATE METHODS S-Fl-L BE APPROVED BY THE LOCAL&ILOING OFFICIAL PH STORIES OATJ P SPACING NOTE 6 4. RCTLFL FOUNDATION PLANS FOR DIMENSIONAL AND CENTER GIRDER SUPPORT SPACING AVAILABLE UPON REQUEST.M 101PH 24•-31' 1-2 50 2x5 5PF STIR AC Be, S. FOR TYPICAL FOUNDATION DETAILS.SEE DRRWMS)4. 1(6/130 24'-31' 1-2 50 SPF STUD 24' 9E EXTERIOR STDP AND MARRTrAF WA I STUD NOTM 4 BASEMENT WALL LORDS DO NOT REFLECT OPTIONS,SILT(AS�CKS,PORCHES.RRISED ROOF OPTIONS,ETC. NOTE 1 NOTE 5 L NUMBER TO LEFT OF y.IS NOMINAL aIN BASIC WIND SPEED N.Xdt.NUMBER TO FOR UNITS WITH THESE OPTIONS,LORDS ARE AVAILABLE UPON REQUEST.REFERENCE RCTURL LORD SECTION CONTARIGHT OF%•S LI-TIMRTE WINO SP®tVdU. BOTH REFLECT MPH.S-SE-GUSTS" SPANS SH WITHIN ECTCAL (4)ML Lae CREATED CUSTOM)FOR LESSER LOADING OPTION. 110/142 24'-31' 1-2 35 Za6 BPF STUD lE 9E 7 WIND ZNE.S DETERMIINED BY IRC WAD MAPS OR STATE-SPECIFIC DATA 7. GIRLS SHORN REFLECT- f4D FALSER 2XF SPF-2 GIRDER FOR 2"IDE HOUSES,AD R IG MEMBER 2d0 SPF-2 110/142 24-Sr 1-2 35 2.6 SPF SND 24! 9E 1 SEE SECTION.28 OF THE APPROVED CRLC MANUAL GIRDER FOR THiRU 31-LlII1E HWSE8. FOR OTHER MEMBERS/SPAN OPTIONS SEE APPROVED CRLC MFiM.pL. NOTE 1 NOTE 5 4.STD TRUSSES RF1"FRQJCED FIYR RESULTS ABOVE SEE APPROVED I.RLC B. SEE CRLC MANUAL SECTION 41 FOR FLOOR LOAD ONLY UNO ROOF LOAD)OR SEE SECT•42 FOR FULL MANUAL FOR Mfi4SERS SUPPORTING SPECIAL ROOFS(CATH.RAISED-ROOF.ETCJ, ENGAGING TU6 ROOFT. 1 STUDS ARE LIMITED TO THE SECOND FLOOR OF A 2 STORY UMI. S.CEILING HEIGHTS SHOWN ARE CALCULATED-HEIGHTS MAY BE GREATER IF R 2x - LATERAL BRACE S PROVIDED AND t.DOES NOT EXCEED THE CA.CUATED LENGTH OF THE SNI. SEF SECT 61 6 62 IN CRLC MAUVIL FOR GREATER STUD HEIGHTS. 120/15524'-31' 1-2 50 2X6 STUD1b' 9E 7RN.MTURRER HRS OPTION OF DECREASING THE STIR OA 5FACIM _ DEPARTIDLTOFWATE NOTE 1 1 STUD CALCULATIONS ARE BASED ON EJP N C AT THE GIVEN V.Xdd ® DL WIND SPUNWOFSRUN OSTANDARNN WDEs SHOWN. Vdt EXP D EOUIVA LENTS ARE AS FOLLOWS ITEC=1070.1300=119D, AIDIWT.11YIm1-0001 1420=1910,1550=142D. SEE CALC MRNL*L SECT 3.M S6mP•IApprotdfan SYXteo4YodetorCemlaXln! E XTE4IOR SIDE WALL STUD SUMMARY a EDU;-OR[]TITER MAIERDL MAY BE SUBSTIRAED. APPLICABLE TO CAPES WITH A SHED DORMER Sa SEE SECT•zo of APPt3)YED cALc Mv4vUAL. M1387 2016-061 10/04/2016 1L SEE SECT.13 OF APPROVED CALC MRNJAL Mmi4�..tXNa FyAk�on Fh. Od•of^,Ptwd WIND LMT AMER GROUND SIZE.NOTES 7, GRRDE STUD CEILING IO)K'ETHoSvwibqu2kayRoDwmRarrtsdD•to>Y�XnwM ZONES WIDTH OF SNOW SEE HDTES 7.8.9.3 OC HEIGHT 12 SAWN LUMBER SHALL BE IDENTIFIED BY R GRADE MARK OF FIN ACCREDITED d3i�Rb3GTwot/a:tefrd.�tblxp•mzlx•naa iztriltT , MPH STORIES ORD IP SPACING NOTE 6 LUMBER GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUER CERTIFIED 101/130 2V-31' 2 50 Zx6 5PF STIR 24 95, BY FW ACCREDITATION BOOT THAT COMPLIES N17N DOC PS 20. QP��'N"�'P)�Q Lmv�poan�grd:rd.RemX NOTE 1 AIWR1xN cat TxgsemlgtSHdOamFit toawl 110/142 24'-31' 2 50 2.5 5PF STIR 16• 9E �� .dhLRAdt•c•P4Ann0 OXMar AaM1XaNXS LRA 110/142 24'-31' 2 50 726 5PF STUD 2P 9E NOTE 1 NOTE 5 lzvlss 2c-3r z s0 T2s snD 16 9e MRSTER SERIES NOTE 1 ALL MODELS STRUCTURAL SCHEDULES 3 NOTES MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17755 H DRN BY DATE SCALE I REV. SHT. N0. �33c stNd� DJG 1 31-93 NONE ED1-2016 3c ROOF SHEATHING SCHEDULE: WALL SHEATHING SCHEDULE: FLOOR SHEATHING SCHEDULE: ROOF FRNEl SPAN OIC SPACING AND MAXIMUM NOTFS FLOOR JOIST SUMMARY FLOOR JOIST SUMMARY RATING REIXIAED ALLOWABLE LIVE LOAD L EDUAL OR BETTER MATERIAL MAY BE SMSTIRlTED. 3/B'PLYWOOD S'IFATHM 3/8•PLYWOOD SHERT101* 19/32'TNG FLVU STLRD-I-FLDOR DR EOUR. 5HERTMING SPEW Z KRNUFACTURER HAS OPTION OF DECREASING THE ��LT •A SIZE.SPECIES AND GRADE OF FLOOR JOIST]NOTE 02 6 3) 'AI SIZE.SPECIES RIA GRADE OF FLOOR JOIST-SEE NOTE •2 6 3 7/16' 7/15' S/B• NESS RATING 24• 19P ]6' ELEMENT DC.SPACING. WIDTH SPACING ID SPACING �Z' 1�r 3//4'�Br • • 3. END.JOINTED LUMBER MAY BE USED INTERCHANGEABLY SD PSF LIVE LOAD sn ASF 1 3/8'DIS.SHEATHING' B/B'D8 SHEATHING 19/3r TNG OA 5TURD-I-FLDCR OR EaURL 7/16• 24/16 40 PSF 65 PSF 100 PSF H17H SOLID SAWN MEMBERS OF 7}E SAME SPECIES 24' ]2• 2.8 SPF•2/•1 OR e0L1R_ 7/16' 7/16' 5/B• IS/9Z' 32/16 65 PSF 111)PSF 165 PSF AND GRADE IN WALL CONSTRUCTION. 35/32'• 1913P 40/20 120 PSF 195 PSF 275 PSF SEE SIT 30.GENERA-NOTES-1.NOTE•15 FOR FIRE 24' 16' 2x8 SPF•L•1 OR EOJf1L IS/ . 115 23Yr 23/32' 48/24 17S PSF 270 PSF e/e RESISTANT ASSEMBLY REOUIREM121TS. 24 24• 2.10 SPF(SOUTH OR EGUFL 24' 16' 2.10 SPF(BOUT)(!•2 OR EOURL 15/32•COMBINATION SHEATHING/SIDING 4. ALL SUMMARY TABLES REFLECT THE 200.5-2015 NDS. Z4' 9i" 2.12 5PF ISO7TH•2 OR EQUAL 5. WHEN ATTIC FLOOR IS DESIGNED FOR STORRM 115E 26' 12' h8 SPF 2.1 OR EOLp_ I/r COMBINATION SHEATHING/SIDING SEE GENERAL NOTE•5 THE ROOF SHEATHING SCHEDULE(3/B•NOT APPLICABLEL 25 16' 2d0 5PF 02/01 OR E0.AC* 19/32'COMBINATION SHERTHMISIDING 6. INTERIOR NON-LORDBEARING WALLS MAY BE 25 17 h8 SP•1 OR EQUAL 26' 16• 212 SPF ISOUTK•2 OR EO11r1L 5/8•COMBINATION 5HERTHING/SIDING CONSTRUCTED OF WOOD STIRS. 25 16• 2.10 SPF(SOUTH 2 OR EOURL 21Y Sr 2.10 SPF(SOUIHH•2 OR EOIALWOOD STUDS SHL BE A MM OF 2.3 SPF STUD GRADE 26' Z4• 2x10 SPF•2/•1 DR EQUAL 211' 16" 2.M 5P•1 OR EQUAL SEE GENERAL NOTE•7 AL 25 24 Zx12 SFF USOUTHH 02 OR EQUAL 28' 1G 2.12 SPF(SOUTHI•2 OR EQUAL SPRCED NO MORE THAN 2V O.C.WITH A MAXIMUM 29 192' •9.2,9 3/8'TRUSS JOIST OR EQUAL 31' 12" 2.19 SP 01 OR EODLAL CEILING HEIGHT OF 19-M' 31' is" 242 SP•1 OR EQUAL AS AN OPTION,PRE-ENGINEERW WOODS STUDS MAY 229 Ir ZX8 SPF B' 16• 2x91 SPF-2/4 OR O•2 OR EWf11_ ALL SHEATHING Is AGENCY RATED ALSO BE UDOR 2.6EO.THESE RRE MFN DIMENSIONS. IN EITHER HE OR h6 NOMINAL WITH ROOF sp 7. RATED SHERTF@1G PANELS WITH ROOF SPRd RATING 2B 24' 2.12 SPF LSDUTH•2 OR EQUAL OF 24.OR GREATER 24STRIED WITH LONG DIMENSION 28• 197 •3.x2,5 3/B'TRUSS.JOIST OR EQUAL. CANTILEVERED FLOOR JOIST SUMMARY (NOTE 02) BASEMENT WALL LORDS AND CENTER GIRDER SUPPORT LORDS AND SPACING (NOTE IF8) EITHER ARiLOrRPR7P2 T P� LrA7 SS MUST BE APPLIED WITH LONG DIMENSION ACROSS STUDS 31' SC 2.91 SPF 02/•1 OR EQUAL UNIT GROUND JOIST. LMT NUMBER OF TYPE OF LMT ROOF FITCH GROUND BASEMENT CENTER GIRDER CENTER GIRDER WHEN STUDS ARE SPACED 24•D.C.I. 31' 19 2x12 SP•2 OR MWIDTH SNOW SPACING SIZE,SPECIES FLMD GRADE OF WIDTH STORIES X/12 SNOW LOAD WALL LOADS SUPPORT LOADS SUPPORT SPACING RATED SFERTKm PANELS WITH ROOF SPAN RATING LOAD(PQ) (Pg)PSF .11E 2,.6 511 AND-2 0�NOTES EITHER PARALLEL OR PERPENDICULRR TO STUDS 311 ]92' •9x19 3/8' JO OR OI%L FLOOR JOIST-40 PSF LIVE LORD LESS THAN 24'INSTALLED WITH LONG DIMENSION OR EDUAL . SEE QUAIL•S OF SHT B0 2424.21x' 60 is. IRr 22.x180 SPE 2(l OR E IV QM (EXCEPT WITH LONGDIDIMENSSlIOON� 24• 1 RR RFWCFI.Fl I.SPLTT.TEE LESS THAN 9 60-80 869-1128 1706-2220 4 10'-4'-3' BEDS�• 30 PSF LIVE LOAD 24' 90 i6' Ir' 2.8 SP+2 OR EQUAL 25 1 RR,RANm ELL SPLMTEE LESS THAN 80-90 1122-1496 1882-2458 7'-6'-5--6' 24' I6' 2A SPF(SOUITFO•2 OR EQUAL 24' 90 15• R' 2.10 SPF•2/01 OR EQUAL 28' 1 RR,RANCH,FAA-SPLrr TEE LESS THAN 9 60-90 U25-1482 2014-2630 7-21-61-3' 24 24• 2.8 SPF 02/•1 DR EQUAL 25-31' 90 16' I2• 2x10 5P 02 OR ECURL BI' 1 RR,RW.'CH.ELLSPLIT TEE LESS THAN 9 80-90 1324-1780 2512-3088 24' 24' 2.10 SPF(SOUTH e2 OR EQUAL 24' 2 2 STORY LESS THAN 9 60-90 1249-1508 2446-2980 '-1•-3'-9' FLOOR.ASST'SUMMARY NOTES 25 2 2 STORY LE55 THAN 9 80-90 153D-1904 2678-3254 26' SS 2x8 5PF•2/01 OR EGUL L JOISTS USED SUM PN FORERIOR APPLICATION TO BE PRESSURE TREATED LUIMEM SEE SECT.•35 OF FPPRDVED TALC MANUAL. 21V 2 2 STORY LESS THAN 9 60-90 1561-1917 2854-9480 51•-51-61 25 24• 2x91 SPF(SOUTH•2 OR EQUAL Z SEE SECT•7 OF APPROVED CALC MANURE-FOR INTERIOR ADPL.FLOOR JOIST 31' 2 2 STORY LESS THAN 9 BO-90 IBM-2237 3446-4022 S$-FLP 28' 17 2,8 SPF•2/01 OR EQUAL S.MTERIOR APPLICATION LIVE LOADS UP TO 125 PSF MAY BE FOUND IN 25 1 RANCH W/HIP 6 STORAGE 7 80 1010 2484 5-7 2B' 16• ZdO SPF L90UTM 62 OR EWA. SEGiION•7 OF THE APPROVED CRL6 MANUAL.. 28' 1 RANCH W/HIP 6 STORAGE 7 60 1010 2484 5-6' 21P 24• ZdO 5PF•2/•1 OR EOURL 24' 1 RR,RANCH W/ATTIC STOR 5-7 60-80 1285-17SZ 1732-2258 V-10'-4-3' 3l' 16' 2d0 5PF ISOVTHO•2 OR EDUJAL 26• L RR,RANCH W/RTTIC STOR S-7 60-90 1358-LB49 1334-M35 5x1'-7111• Sr 24' 2.12 SPF•2/4 OR EOLAL 28' 1 RR,RANCH N/ATTIC STOR 5-7 60-90 1337-1689 1424-1746 8'-7-7-7 31' 1 RR,RAKH W/ATTIC STOR 5-7 60-9D 1404-IBM 1494-1724 817-717 24' 2 2 STY W/ATTIC STORAGE 5-7 80-90 1665-2132 2472-2998 4'-1'-3-9- EXTERIOR 503E WALL STUD%MIRY-RPPISCRELE TO LtUS USING MARRIAGE WALL STUD SUMMARY-RPAICABLE TO 25 2 2 STY W/ATTIC STORAGE 5-7 50-9D 1765-2S7 2130-2432 T-0'r 619' 4 TD 7/12 M41G-P1TTN TRUSSES-GROUND SNOW LOAD('B)-90 PSF UNITS USING 4 TO 7/12 MONO-PITCH TRUSSES 28' 2 2 STY W/ATTIC STORAGE 5-7 60-W IB32-Z324 2274-2596 5-SIP-5-7 WIND LMT I NUMBER SINE.SPECIES,GRADE STUD CEILING NUMBER UNIT NUMBER GROUND SIZE SPECIES,GRACE STUD CEILING 31' 2 2 STY W/ATTIC STORAGE 5-7 W-90 ]BBN-2357 2368-2658 617-5-3 ZONES WIDTH OF SEE NOTES 4,5,6,7 OC HEZGHif MARK. WIDTH OF SNOW SEE NOTES 4,6,7 Oc FR=IGHT 26' 2 2 STY W/HAP 6 STORAGE 7 60 144.5 3334 - MPH STORIES SPACING NOTE 3 WALLS STORIES LORD 1Po) SPACING NOTE 3 28' 2 2 STY W/FDP 6 STORAGE 7 60 1445 3334 S T 90/116 24•-91 1-2 2,6 SPF STLA 16' 9E 2 Z4•-91' 1 80 2x9 SPF•2/•1 I6' 96' 90/316 24'-31' 1-2 2xS SPF STUD 24' 96• 2 24' 1 90 2x3 SPF 02/01 16' B6• NOTE 1 NOTE 2 2 24'-31' 1 90 2x3 SPF 02/x1 lr 96' 24'-28' 2 CONTEMPORARY LESS 7TFlV 9 80-90 1635-1°05 2690-3540 T-6'-7'-0' 2 24-Br 1 90 Z4 SPF 02/el 24• 97 IOL/130 24'-31' 1-2 2.5 SDA 17 SV 2 24-Sr 2 90 2.4 SPF STUD 16• 9G 24' 1 CAPE 9 60-so MD-1730 1239-ME S-8'-S-1• 101/130 24'-3C 1-2 2,6 SPF'2/•1 24• 97 25 1 CAPE 9 80-90 IOB7-1443 ME-1418 9-7-B'-7 NOTE I NOTE 2 MARRIAGE WALL STA SkMJZT-APPLICABLE TO 2 STORY 25 L CAPE 9 80-90 1253-1572 ME-1510 9-P-B'-2" 9/29/16 CONIEMPORRRT UNITS-75/12 RAFTER SECTION B1' 1 CAPE 9 80-90 1478-1991 1294-1512 9-17-8'-2' EXTERIOR SIDE WALL STUD SUMMARY-AFPLICPELE TO 2 STORY 24' 2 2 STORT CAPE 9 fi0-90 1650-2110 1978-7256 417'-4'-7 09Q CONTEMP(1RARY-75/12 RPFTER SECTION-GROUND SNOW LCAT(Pg)-90 PSF N1M0ER UNIT NUMBER GROURQ SIZE.SPECIES,GRADE STUD CEILING 2y. 2 2 STORY CME 9 80-90 1495-1851 1984-2214 T-4'-541Y 4 C WIND UNIT NUMBFIR SIZE SPEC[E5,GRADE STIR CEILING �R• WIDTH aF SNOW SEE NATES 4,6.8 OC HEIGHT S�,L4.Bi !U ZONES WIDTH OF SEE NOTE! i.5,6,8 W FETG1if WALLS STORIES LOAD IPO) SPPCAG NOTE 3 2B 2 2 STORY CAPE 9 80-90 1688-2107 2116-2360 11-0•-5'18' * @ 31' 2 2 STORY CAPE 9 80-90 1.955-Z468 2228-2445 510'-5-7 MPH 101/130 ZV-28' ODA 2x6 SND Uy+ 96• 2 24•-211 2 90 214 SPF SND 24• 96' 24' 1 CAPE 12 fi5-90 1154-1511 R30-1474 S- -51-51 Z 1011130 24'-28' DNA 2x6 STIR 24• 96• 25 1 CAPE 12 ES-90 1169-1366 139D-1444 B19•-5-7 c NOTE MARRIAGE WALL STUD SlN1NVlRY-APPLICABLE 70 UNITS H17H R 29 1 CAPE R 65-90 1287-]SLS 1450-1504 8'-S-B=r 5/12 THgRU 7/12 ROOF PITCH AND THE ATTIC I5 USED FOR STORAGE OR 91' L CAPE R 80-90 1334-1774 1930-1566 BNB'-B'-2' !'bT1Tsa EXTERIOR SIDE HALL SRA SUMMARYTHE-APPLICABLE TO R ST WITH R R 9/12 THRU 12/12 ROOF PITCH-GROUND SNOW LORD IPO)-6O PSF 24 2 2 STORY CAPE 12 fi5-90 1534.-1891 197D-Z214 417'-413' 5/12 12(U 7/]2 ROOF PITCH AND TER=ATTIC M USED FOR STORAGE OR 25 2 2 STORY CAPE 12 65-90 1577-1774 2186-2240 T-0'-6110• A 9/R TFRU I2/12 ROOF PITCH-GROUND SNDN LORD Pgl-W PSF NUMBER LNTr I NUMBER GRONd7 5)ZE,SPECIES,GRROE STUD CEILING 28' 2 2 STORY CAPE 12 E'S-90 1722-1950 2300-2354 6131Y-5-8' MFRS WIDTH OF SNOW SEE NOTES 4.6,SO OC F1E!lGHT SPACE RESERVED FOR NEW YORK STRMP APPRDVRL HIDAO IME NUMBER SIZE,SPECIES,GRADE STUD CEILING NULLS STORIES LOFO 8.01 SpgCltx; NOTE 3 91' Z 2 STORY CAPE 12 60-90 1511-2251 2264-2500 5-10'-6tfi• ZONE MOTH OF SEE NOTES 4,5,6,10 DC MPH SPACING NOTE 3 24 2 CAPE WITH SHED DORMER 12-411 60-90 3984-1726 1676-2024 2 24'-Br 1 5D 2.3 SPF•Y•1 24' 96' 26' 2 CAPE WITH SHED DORMER 12-411 60-90 1345-1642 1B64-2178 5-30'-5-0• 101/130 24'-Br 1-2 2x6 SPF STUD 17 95' 2 24' 1 90 2.9 SPF 02/•1 IG 96' 28, 2 CME WITH SHED DORMER 12-411 80-90 199-0-1694 1887-2266 5-fA-S-SD' 101/190 24'-31' 1-2 2.6 SPF STUD 24• 96' 2 25-31' 1 90 293 5PF 02/•1 24' 96' NOTE•1 NOTE 2 2 24'-31? 1 90 2.4 5PF STUD 24" 96' 31' 2 CAPE WITH SHED DORMER 12-411 80-90 1620-1992 1933-2277 5-91-5-0' 2 24-Br 2 90 2.4 SPF SND 16• 96' 26' 2 SALTBOX R-5 ED-90 1523-1785 2563-BL28 110/142 24'-31.' 1-2 2.6 SPF STUD 16' 96' 28' 2 SRLTBOX 12-5 W-90 1626-1906 25%-EVE IID/14Z 24'-Br 1-2 2.5 5PF-21-1 24' 96' NOTE•1 (ATE 2 E W S71A 1 LUMMRRY-APPLICABLE T CAPES WjTH A SHIED DORMER-411/12 SIDE I NOTES- NUMBER OESNUMBER LMT NUMBER rZE.SPECIES.GRADE STIR CEILING L LEFT NUMBER 15 FOR 60 PSF MUM SNOW ZONE IPg MPRR. WIDTH OF SNOW SEE NOTES 41 6.11 DC HEIGHT RIGHT OR ONE NIGHER ONLY 15 FOR 90 PSF GROUND jNOW ZONE IPgl LLS STORIES 0• SPRCING NOTE 3 2 LOADS ARE GIVEN IN LB/LINEAL FOOT. 2 24-9P 2 90 2.3 SPF 02/•1 I7 97 3. CENTER GIRDER BLIPF09T SPACING IS BASED UPON TFE INSTALLATION OF A 7 AI5C 5110.STEEL PIPE 2 24'-7' 2 90 7x9 SPF 80.1 24• 96' COLUMN WITH Fyy 36 XSI A^D UtaRACEO COLUMN L EN3TH=HO FEET.ALLOWABLE CCNCEMRIC EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TD MUS WITH A LOAD=34000 LB5 AND R 1/2°x 9•x IZ'STEEL PLATE FR57EMM TO THE CENTER GIRDERS 5/1Z IM 7/12 ROOF PITCH AND TIE ATTIC IS USED FOR STORAGE OR gLTERNRTE METHODS OF SUPPORT MAY BE USED PROVIDING THEY ARE CAPABLE OF TRANSFERRING THE R 9/12 THRU 12/12 ROOF PITCH-GROUND SNOW LOAD 0')-90 PSF MARRIAGE WALL SD SUMMARY-APPLICABLE TO DESIGN LOAFROM THE FLOOR GIRDERS TO THE FOUNDATION 9 NDS CAPES MEN R SHED DORMER-32/12 SINE ALTERNATE METHODS SHALL BE APPROVED BY ME LOCAL BUILDING OFFICIAL MND UNITNUMBER SIZE.SPECIES.GRADE STIR CEIlAG 4: IO ACTUAL FOMMTION PLANS FOR DIMENSN- LD ACENTER GIRDER SUPPORT SPACING RVAD-FOLE UPON REOhST. ZONES WIDTH OF SEE NOTES 4.5,6,ID OC H ETGHTT NUMBERU3.3 BER GROUND SIZE,SPECIES,GRADE Silt) TSV 5• FOR TYPICAL FOLNDRTlON DETAILS,SEE ORAWAC'7 4. MPH STORIES 5 CING MFERR. F SNOW SEE NOTES 4,6,Hl DC HEIGHT :1 BP-'&U T WALL LOADS DO NOT REFLECT OPTIONS,SUCH AS DECKS,PORCHES,RAISED ROOF OPTIONS.ETC. 90/1]6 24+-91' 1-2 26 SPF STA 17 96 WALLSRIES ORD SPACING FOR UNITS WITH THESE OPTIONS.LORDS ARE AVAILABLE UPON REOIFST.REFERENCE ACTUAL LORD SECTION 90/116 24•-S' 1-2 2,6 SPF STUD 24' ST 2 A 9O 2.4 SPF STUD 9x• Be, CRLC MANINED M'RIR CALL MANUAL MOR CREATED R LOA)FOR LESSER LOADING OPTION. NOTE 2 2 A 90 2x4 SFF STUD 24• CALL MANUAL(OR CREATED A )MEMBER FOR LESSER LORDING OPTION IDI/130 24-31' 1-2 2.6 5PF STUD 16• 8E 7. SPANS SHOWN REFLECT- (4)MOUSER 2.B SPFT2 GIRDER FOR SPRN O IONS S.ANDA 151 MEMBER 2x10 L HIPMiWFNAOFBRDE GIRDER FOR 26 TtHtiJ 31-WIDE FLOl15E5. FOR OTHER MEMBERS/SPAN OPTIONS SEE APPROVED L7LC MAtNNVRL. DIVI5gNOFeGtdNl87AlmAAM NmGm® 181190 24-31' 1-2 2.6 SPF•L•1 IV 96^ MARRIAGE WALL STUD SUMMARY-APPLICABLE TO UMTS WITH R B. SEE CRLC MANUALSECTION 41 FOR FLOOR LOAD OV-Y MOF O ROW LOAD)DR SEE SECT 042 FOR FUN- NBNT4II3 NYt1Lcal IDI/13D 24'-31' 1-2 2.6 SPF•2/d 24• 96• 7/12 PITCH FDP ROOF AND THE ATTIC IS USED FOR STORAGE LOADING TLR&ROOF). sH,npefApp,md(a,4y,lugeedd•rC"mpext,l NOTE L NOTE 2 NUMBER +2B' l GROUND IRE;SPECIES,GRADE STIR CEI.I4G M136T 2D16 061 10/D4/2016 EXTERIOR SIDE WALL STIR SUMMARY-APPLICABLE 70 1WIDTH SNOW SE NOTES 4.6.9 SPRWCIIJG HEIGHT 9 OOWice7tuyTmdAAFFk-km H-6 h0+Unuo,.®yrcau. CAPES WITH A SED DOPJ4M I33�pmt»t�rnW�dOdmvttdYre �o1kWN+d GROUND SWM LORD ERB)-60 PSF 2 W 2x3 5PF•2/•1 1t 97 Tlt,gpc,dY•Im,dr•Ye„axha,ek0x �I x� 2 80 Zx4 SPF STA 24• 96' NW,ehOd-kmdy dAwpbtkiC.&Srf xd0T.& WAD LMT NUMBER BRE.SPECIES.GARDE STUD CEI]HNG _MPH ZONES WIDTH ST R S SEE NOTES M 5.6.11 SPACING Ncc SD F R 2 80 h4 SPF SND 17 Be, �,2(�,i• 81 w NATE 1 h6 SPF STUD 24' 96• � A TO LEFT OF•/•IS NOUNAL 0r BASIC WAD SP®N0,&NUMBER TO 0 AndOaQgM RIGHT OF'r 15 ULTIMATE WIND SPEED NdU. BOTH REFLECT MPH.3-SECIXJ51-5 NIDD ZONES DETERMINED BY IRC WIND MMS OR STATE-SPECIFIC DATA Z STUDS ARE LIMITED TO THE SECOND FLOOR OF A 2 STORY UNIT. 3. CEILING FIGHTS 51-OWN ARE CALCUILRTM HUSKS MAY BE GREATER IF A 2. MASTER SERIES EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO LATERAL BRACE IS PROVIDED AND la DOESN T EXCEED THE CALCULATED LEWTH GROUND SHES OW LOADSHED DORMER. OF TNE SIM P 1-900 FSF 4. MANUFACTURER FAS OPPTTION O 61 F DECREEASSI N.IN G MANUAL ME IM O_C.GSPAAC�I.G.STUD tGtRs. RLL MODELS 5. STUD CFLCLIATIONS FIRE BASED ON EXP C AT THE GIVEN Vaed/Vdt WAD SPEED Wm UNIT NUMBER SIZF,SPECIES,GRADE STLA CEILING SHOWN. VOL EXP D EWNPI-ENTS ARE AS FOLLOWS: 115C=1070,1300=1190, STRUCTURRL SCHEDULES 3 NOTES ZONES WIDTH OF SEE NATES 4,S,6 U DO HEIGHT 1420-1910,1SSC=142M SEE CATLC MANUAL SECT 34, MPH STORIES SPACING NOTE 3 S. EQUAL OR BETTER MATERIAL MAY BE SUBSTITUTED. 1011130 Bl' 1-2 ZZ SFF STUD IV 96' 7. SEE SECT•13 OF APPROVED CRLC MMX-L. MUNCY HOMES, INC. 101/130 Sl' 1-2 w SPF STUD 24' 96• B. SEE SECT 131 OF APPROVED CATLC MR&11/ NOTE 1 NOTE 2 9. SEE SECT•zS OF APPROVED CRLC MANUFL 1567 PR ROUTE 442 10.1LL.SEE SECT-28 OFF APPROVED PRODvVED CCAs MWM- MUNCY, PR 17756 IZ STD TRUSSES REFERENCED FOR RESULTS ABOVE SEE APPROVED CHLC DRN BY DATE SCALE REV. HT. NO. I9.MANAL FOR MEMBERS SUPPORTING SPECROOFS(CRTH,RRI5ED•900F.ETCl SAWN LUMBER SHRLL BE IOEMIFIED BY R GRADE MAPJ:OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CENTIFIM BY PN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. UDAr3A`BA35cE 9No DJG 3-1-93 NONE 5-01-2016 3c1 8 t ------------------- ------------ FIELD NOTES I ' '�' 'I 1 SFE ACTUAL FLOOR PLAN FOR LENGTH-SEE NOTE•2 L IF BUILDER EXCEEDS MRX.COLUMN SPACING ON SFR 3c. i 1 I NO RESPONSIBILITY FOR RESULTING PROBLEMS WILL BE ASSUMED BY THE MANUFACTURER. 1'N04 HD7E•9 i 1 r__ ' _ GS _____-_-_-_-_-_-_-_-_-_-_- ,_ 2 EXTEND WNDIMOV R TI SHOWN ON FLOOR PLRN RE}1ECT WOOD TO WOOD MEASUREMENT ALLOWING SHEATHHING TO it E I I 1 o I ti r___ I WHEN F RM N OVER THE SILL PLATE WFicT!FOAM INSULATION IS ADDl31,SIZE OF FOUNDATION IO'MIN far H0. $ I -_ I I SEE NOTE•3 I MUST BE ENLARGED r IN WIDTH AND LENGTH 3.MIN I 1 I I 3. PILASTERS MAY BE REWIRED.BUILDER MUST CHEM SOIL 7-3/4•MAX n I I CENTER GUIDER OR LOADING FROM 5LFUNIT.N BASEMENT SWALL AND , i CONDITIONS ANO R'PLICRBLE CODES. for MIX FIELD WORK • ' BASEMENT MODELS ONLY: ' R 4 PERIMETER.J--- UNIT TO 2ED�IridW.MLS I= 4 PxaxID M SMOKE DETECTOR INSTALLED ON-SITE BY I I pp COLUMN IS REQUIRED BENEATH EgCH iCRAWL B vt !" L ' OTHERS 7D WIRE DROP IJTERCQt�CIID I 1 F1JD OF R CLERK 5PRN CEILING COLUMN SPACING MAY HAVE I I • REWIRED SPACE VENTD R1ION 1 SF FOR ERaiIB 150 sFO�s MAX TI' $ , I WITH REf1RIINlG OWETIING SMOKE I , BERM. SEE FLOOR PLRN. TO BE ADJUSTED TO MISS I 1 of CRAWL SPACE AREA PROVIDED BY CROSS VENTS z MADE INSECT d RODENT PROOF WITH SCREENING io R I °ELECTORS BY MAYA+uFAcrXaDz I I Sr S. SEE ACTUAL FLOOR I , w OF LDuvERs 2x12 RNFOR STAIR LOCATION. I t rwi 6. THIS DEPTH WILL VARY.CH-ECK LOCAL REOU ZEME TS. POSE I I I ' ' SEE CENTER GIRDER SPACING TABLE.SHT•3c ' I . 7. UNIT MAY OVERHANG FOUNDATION. FRONT,REAR OR L__J i I I ' BOH. OE OOFCCA� ER SHALL BE DETERMINED 1 = SEE NOTE•1 7-0'H01 I 1 i �OONC .FTC. I I r—— lE SO.PIER r—— SIZE OF r—— I B. SEE ACTUAL FLOOR R �'G AN FOR SPECIFIC BUIL I v I I CONC.FTG. , w OFFSE75 IN FOUNDATION. I o ¢ I IST I❑I CONT94GENT�1 (❑I I o S. STAIRS ARE THE RESPONSIBILITY OF THE KALOQL I , z $ I I I I 1 I UPON SOIL I I I I ' I �` 7-3/4•MAX RISE d 1D•MIN.TREAD REOMED FOR MD. ,;..:.••r•:::•.v:;•:•vc::•::c•:::•.:•:•:•.:•::':.�r::. .;...,...:-•:..;.:..:;.:.:•.. 1 I µµ�, 1 1 '---' —_ BEWiIdG , WD SOME AREAS OF NCL CAPACITY ` 4"I ID. FWNORITON EXCEPT FDR METHOD OF CENTER GIRDER SUGGESTED STAIRS. STRAIGHT FINAL T AND SPACING NOT FDR STATE RovAL- o FINAL IL DESIGN FOR SITE WORK REQUIRED FOR SCALE:1/2'=1'-0" SEE NOTE .9 E! I I �j 1 0�1 3•RISC STD. I I SEE DETAIL BELOW SM NOTE.5 B• I SET-UP INSTALLATION OF THE UNIT SMALL BE DONE �Fr STEEL PIPE 1 1 FOR JOINING FOR ACCESS REWIREMENTS 1 BY AN ARCHITECT OR PROFESSIONAL ENGDEER IN THE I -- COLUMN. SEE I , STATE TND BASED ON ACTUAL SOI_CONDITIONS ANO NOTE•13 6 1B. 1 I 1 APPLICABLE CODES. No IM o , I I 1 FOUNDATION PLANS OND DETAILS I I SZ SEE STT 3h FOR AODITIDNPo.NOTES. L HEIGHT;I HANDRAILS 9 BY BUILDER, ¢ , I R RRE SUGGESTED MEANS OF SUPPORT., I WORK �{ 13• EMR)3 1/2'MIN.COLUMN REWIRED. 2 SL SAL ENERGY NOTES. I ' I 1 REOUIRED IN CONNECTIFINAL DRAWINGS FOR ON WITH 10 1� FWHDiTIION SAS STRAFE.PLATE OR USE OF NOTE.7.SHY 3, 1 FIELD WORK SETUP/INSTFLLATION OF THE , 15. OM REWIRES 0 12.3r REMOTE OPERRSLE I UNIT SHRLL BE DONE BY R P.E. I , WIDOWS IN ALL FOUNDATIONS. r OFFSET W/B'PERIL BK. OR RA BASED ON SOIL CONDITIONS. I , 16. URD REQUIRES TWO HRNDRAILS PER RUN OF STAIRS 1 I SEE NOTE u17. I IF OPEN ON BOTH SIDES. I o l 4"OFFVET W/IP OPT.BI_K. ______________ _______-_---__-_ _____� I PLANS j ____-_ -____ R 17, FOLq MY'°NcoNSTRuc AND OTHERAIL MATERIALS IlRE MAYMASBE I --'• ' r-- - --- __ USED,CONTINGENT UPON DES WNG TO THE RED IRE° I I --___-_____- ___________________________ _ LORDS OND CONSTRUCTED IN ACCORDANCE WITH THE I 1 WINDOWS 1 1 LOCAL BC OFFICIAL- OR FFIC A-. AND APPROVED BY THE OR VINES I $ Id 3'STANyyD-'ARD WEIGHT STEEL PIPE COLUMN,ASTM 4.OWFm. CONCENTRIC _ ' `----------- ------- - --� 1 9 m BG kBlir HEI6M.WCA PACITTYOTHER' -- -- -- ' �' TYP. FOUNDATION PLRN COLUMN HIGHfTS SHRILL BE IN ACCORDANCE WITH ------------------------------ j ARI RR MANUAL OF STEECONSTRUCTION.SEE N -OTE•7 SEE ACTUAL FLOOR PLAN FOR WIDTH-SEE NOTE r2 At11 LL MATERBIS d LABOR REOUIRED BELOW BOTTOM OF FLOOR JOIST IS THE THREADED ROD/NHS/WASKERS OR BOLTS 77 SUPPLIED DETRILS N Y d L2kB GIIER57 RCTUFL CONSTRUCTION SHALL COMPLY I/Z.•x1D I/r(S GIRDERS) WITH A.I.APPLICRBLE CODES. SITE TH1ED BY BUDDER ON SFE NOTE•4 Ix AS REIE SHIELD AOUIRED 1 r .DIST HANGER I� � 2d0 SILL PLATE(SEE NOTE•141 MATERIALS d LABOR REOUIRED BELOW BOTTOM OF FLOOR JOIST IS •Q1g •D 7s6 SILL PLATE(SEE NOTE•141 �•.•:p Ta •',ri!; SEE NOTE•13 d 18 THE REWDKISIIILITY OF THE BUI.OFR DETAILS SHOWN RRE SUGGESTED FIN GRO g SII1 SEALER 1/2•a.4'a12'ELATE FASTENED TO 'I�..i.'I1 21 MA'ANCHOR BOLT ONLY d ACTUAL CONSTRUCTION MUST COMPLY WITH ALL APPLICABLE CODES. ••L GIRDER WIII(+I 15d NRI-5.R-TsvJ_SEALER - d s-0 MAX. IMAK FROM EACH NFDWC'FI¢ARE STA.Iv MAY B USED, D,PR METHODS OF SUPPORT EMBEDDED RT LEAST r IN CONCRETE •.A� MAY BE USED.PROVIDING THEY il.%: 'II ' �ti• ARE CAPABLE OF TRANSFERRING OR 1.5'7N HRSONRT UNITS. ' °• 1/2546 ANCHOR 80.7!r MAX THE DESIGN LORDS FROM THE FLOOR a. • o• IN FTROM EACH CORNER AND GlROQ25 TO THE FOUNDATION. -z '.�t•: S-D'=MAX.AND WHICH ARE FLIER RTE METHODS SMALL BE APPROVED T i.. � - EMBEDDED ATS T lFAST r IN CONCRETE BY TAE LOCAL BUILDING OFFICIO. •.i: . SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL _ OR 1S IN MHSONRY UfNITA •. . WTI FOR TWITS LOCATED IN SEISMIC • DESIGN CRTEGQRY DO,RNCHOR BOLTS _ .•�•i; SMALL FL50 BE LOCATED AT BQ ERWR BRACED WALL LUES WHEN REWIRED TO $ '4:••• BE SUPPORTED ON A CONITIRUOUS FOJNDATMK _ 51ZE5.SPFYCING.M SHILL BE SAME AS i ON SIL ELATE SUPPORTING EXTERIOR NFLLS. •. - o •:•: PLATE WASHERS R MIN DDM OF 0729.3•..3' & d�+ �SNt LBBE PROVIDED BETWEEN THE PLATE NO ;;•; FIELD WORK m � a SEE SEISMIC DESIGN MM NOTES,SAT 3b. Sm p_ ••• •• BLOCK OR POURED WALL OIL •i'• o SIZE COMMENT UPON SBEARING CRPRCITT. �� [ ia FIELD WORK w ¢ • r. FIN.GRE) SEE NOTE•S �¢ 3 .•. •.�i'! •'!• DEPNOMENTOFDTATE y tl �'A.• DR7310NOFOLALWIGSTARMWANAOWES VAPOR BARRIERzm-il"wm • AAIlAWNA4n1L0oI •�N � � .%. !�•%. : •' 64wpafAyyimAfon sydem,tlsA.l°rcw°paeml BLOCK OR POURED WALL „ M1387 2016-061 10/04/2016 NOS sob BE CRPRCONTMENT�CIONTY 7. _Segs HAY enw m`wdYN:.m .tl�hbeA �hf"•r�•6o4T TIE INSULATIDN 15 NOT SHOWN - L.iswlVmh7 G FOR DRAWING CLARITY,SEE SUIT Be TN.�I+wt.Auwirt.exm.4vrb- - -jbd..Q — f- •�• FOR INSULATION RECIREMENTS; u+ ww�hw�eµwpwdmremi k' 41 GRAVEL BASE Aam�ea!' 'mepUe.°earwmw ft kIAcm,F,Awamtords. itq$L 1•b.PEAf➢Gnor By kd.&IMPA C T WATERPROOF EXPANSION JOIlT C0`E CONCRETE SLAB r MASTER SERIES j. vo ��s*a �r,<NsLxfis "„�r`rR• f_ DIOL PERFORATED BRAIN RANCH TEE b ELL FOUNORTION PLRN DETRILS b NOTES P ,"GRAVEL EASE '' :;'. CRAWL SPACE DETAILS MUNCY HOMES, INC. VAPOR BARRgx1557 PR ROUTE 442 V DIR PERFORATED ORA1N SCALE 1"-i'-0° Nam THE MSU RTION Is NOT MUNCY, PR 17756 WAG SHOWN FOR ORA CENTER COLUMN CLARITY. SEE HT SHT 3REouIREMENrs DRN BY DATE SCALE REV. HT. N0. SCALE 1"=1'-0" SCALE: L'=1'0 SI TLE 1"1'O" °RT0474cIAME MNL 3-22-91 SHOWN 16-01-20161 4e • SEE ELECTRICAL NOTES, CKTa4 NOTES SM 3n FOR AFCI CRITERIA J L ELECTRICAL LAYOUT IS REPRESENTATIVE ONLY. SEE ELECT.NOTE sL SM 3s CKisl CKTaIfi CKTs2 2. FOIERY•LRYOUf AND UNIT SIZES ARE REPRESENTATIVE �B 8 - 3. NNSELEE SM 3s FOR ELECTRIC CIRCUIT SCHEDULE ' AND NOTES, SCHEDULES Am CKT-B DRAmW OWUVALUE. ------ - i 1FIELD I' 4. SEE SM 3b FOR ELECTRICAL NOTES.ELECTRICAL 6 I 30__• 2 s4 r—Ly 1 �i - HERNMECHANICRL OTESTRL SYMBOLS AND S. UPON REOUESTLCULRTIONS ARE RVRDJiSLE i n 3 J, B. 5FE"ELECTRICAL FIELD NOTES",NOTE s5.SM 3b. II A BOX CKTs I ,e�-J i i 7. SEE°ELECTRICAL FIELD NOTES".NOTE s5.SM 3b C' BOX L_________ B. LOCATION OF NATER HERTER IF CRAWL SPACE 6 s "D" BOX " , --J-_• - OPTION IS SPECIFIED. 2009-2015 IRC-d MIN 24"WIDE x 30°DEEP ACCESS 2 MUST BE PROVIDED TO WATER HEATERS D45TRLLED s19Q IN CLOSETS OR RLCOVE5,bl 30"x 30°CLEAR 2 _ , FLOOR SPACE TO BE PROVIDED AT WATER HEATER X19 I DROPS TO BOILER IN BASEMENT CONTROLS WHEN WH IS I457RLLED IN R ROOM. fi •_____ CKTs3 i 1 I I I A W 9. 2012-2015 IRC-SEE SM .S FOR ENERGY NOTE s2L .___ gO dIt fi m 8 SEE NOTE s7 i �s12 CKT-ir,i I J y -A�3/4°fa fi iIE -IB_ 2 2 "-VO2---_- _.� �— '-�-- 5270 BTUH y i3 CKT-5 5 5 20____11 lf-- I "- I SEE NOTE s7 , i' ��3/4° ___=�1:--------------- SEE NOTE s7 19 '�. SEE NOTE s7 X19 CKTs20 i� 45W BTUH �3/4°oL 11+0 FIy11 I e - CKTs7 J I I I I 8 38 SEE NOTE s6 i i 4560 BTUH "R" BOX L——7,-17^ - _ 7 i __18�___iB $ i Ilpii BOX i 5 'i Ilr+li BOX IID�I BOX 3/4"0 I Imo; B I 'I C - ------ 7 i 7 KTs18 L 1 1 � 7 i ' S ' ' i' 3990 BTUH 3/4°0 I is ' I 3/41I j i ' •__' m: �' �1 'I ---------------- Al 5 SEE ELECT.NOTE s2.5HT 3. I ----------�i o J ' le I 3/4"0 I ' I . 1710 BTUH 'I I 18 NOTE s8 , s o , 7 7 B 188 PANEL i " " BOX y 2280 BTUH TYPICAL ELECTRICAL LAYOUT - 1 `WASH jL I j - ____ _--_I r= I I 2850 BTUH .II•,I y 3/4^0 CRAW _SPR OPT70N 3r49/4"8 3/4°0 I F� �� 5270 STUH 20DO WATTS o IT I EGO uRrts i = = G wATrs;� I "R" BOX H-1 j I �I I I SPACE RESERVED FOR NEW YORK STAMP OF APPROVAL SEE NO s7 I l J 1250 WATTS BOX I "D" BOX i =_-_-' �: 5700 BTUH F F 5700 13" "C" � I ------ H-3 I 1500 WRTTS ;; TYPICAL HYDRONIC HEAT LAYOUT SEE NOTE s7 II H-2 II it 1' �1 500 WATTS ' 1 --- -- I � OEPARTMINfOFSTA7E IIB" BOX 1000 WATTS i OMSIONOFBG12231STANDARDS AND CODES - ALBANY,BAW.Sy blN M001 T I Sbap ponut M1367 eT�P� 2016-061 odelef 10/04/2016 MmWshrt.d NaAppGca6on No Oeb°fAAF,mJ 1000 WATTS '' CWdnpslM°diab F�do�etlmd'ebfm/"�nmodmue2aho01 I I I g®erpdmmmrka.m�at tmmw�s,deN+de�snnemaevtdaeadr 200 WATTS J. /ddm0.PE,,4Dukd�ru pcelnm+NneuBpaIxtS�e�bLc7"�m°/_Ed_er,�Mpmn,>e+omoa;d 2. VdylAodondesRA SEE NOTE.8 9/29/16 d�aBur�C MASTER SERIES i t`�P•STF,�, � SPLIT TEE 6 ELL, RANCH TEE 6 ELL 1500 WATTS I I 20Go WATTS - 2 o El TR d HEAT LAYOUT �'— LECoff-07si31�f` MUNCY HOMES, INC. �srbtB� 1567 PR ROUTE 442 TYPICAL ELECTRIC HEAT LAYOUT MUNCY, PR 17756 DRN BY DATE I SCALE I REV. ISHT. N0. DATABASE NAME MJL 3-22-91 1/4'=1'-0" 6-01-2016 I 5d - O5\Sd NOTES L KITCHENS MAY BE ROTATED 90 OR 180 DEGREES. 2 KITCHENS MAY BE REVERSED IN EMIER DIRECTION.IN PART OR IN TPS E NTIRETT. I CPSMAY BE OMITTED TO ALLOW FOR BUILT-IN dt•i W1 dt•1 K.I. did dt•L dt•1 W.1 014W1 W.I. — — 4. APPLIANCES MAY BE BY MANUFACTURER OR BUILDER. i i II OPr Tlic�slaal+c Sae -`_�- A SOURCE OF IsiTURAL Vt774TTD.ATION IS NOT E GE HOCOS SKLL BE VEIITFD TO TF@ EXTERIOR 1 Ea IM 1 1 1_ EID w 2 rsi r _, ' �❑ ckt•4 TI AND WINDOW OVER VENTILATION R111Y ME PP.E MET. LIGHT 1 L-t- •H•i RANGE MOM6 C i i RANGE HOOD �� I J iW,r r C I 7. BARS DR FJCTFTDEO COUNTERS MAY 8=ADDED TO D 15YucE MO00 E� i i- TYPICAL j L RANGE FO00 ALL KIT7fNS CLEARANCES SFi81 BE PROVIDED PER IC. Wz R �?'.ISLAND TYPICAL i-i F i i TYPICAL /� _r_ - gGE '`,1J 8. CABIIEfS MAY BE INSTF3I.m IRAER BAR OR EXTENDED 1 A9 COUNTER.OR SUPPORT MAY BE PROVIDED BY WOW OR 1 1 1 H 1 W i 1 K ckE 4 4 [URIC LEGS.AVAILABLE UNDER OR ABOVESIDE BARS OR E%TIIA rdtt-2 ' n•2 dl•2 dV2 'W 1 1 1 1 ` •z IF2 r•r IFI Irl 1 W z ; Wn d+n W.x cRo4 IO. CFBNETS AHA/OR BA F xTURES MAY BE BADGED OR EDI rr W COUINTERS MAY OPEN EMIER dl• OMITTED PROVIDED RF'PLII.HBLE CODES AM CLEARANCES Orr FISP W1N IR UP BAR in dl•L 1 ARE COMPLIED WITH. PLFlN L PLAN 2 PLAN 3 PLAN 4 PLRN 5 Ir,{ 1L PARTIAL OR ENTIRE KITCHENS AND/OR BATHS MAY BE OMITTED TO ALLOW BUILDER PER APPL FOR INSTALLATION ON 517E!IT '1 I rCAl3LE COD I2. BATHS MAY BE REVERSED IN PART OR IN THBR ENTIO=TY. IS. BATHS MAY BE ROTATED 90 CR 180 DEGREES, 1 i. 14. BATH,GARDEN AND M9R1P00.TUB5 MAY BE l'�.II. Y .fI. � .II. f 1. L5. VANALL BAT MAY L SINGLE EXHAUST EDIBLES WL OR FED- "i~i fit---- ' b 16. ALL BACOMBINTHS SHELL HAON THAT VE E TENTED FATO NS OR FRN/LIGHT a'•d6'�a p 1 i / TERIOR 17. Al BATHS SHELL HAVE AA MEDICINE CABINET. 18. SEE%WS 5 FOR TYP.ELECTRICAL LAYOUTS. E ' L4 DRTMS ARE AVAILABLE WITH MEAT LAMP CPTION. M WHMPOOL TABS ARE AVAILABLE IN SOME BATH LAYOUTS AND SHR_L BE WIRED IN W=D*M NEC AMANUFACTURERS RECOMENOATTONS. WIAH HA 2L SEE NOTES•3,•4,•5 OF SHT 16 cN•4 2Z SEE GENERAL NOTES-2,NOTE•13,SHT BE, --------- 23 2008-2015 IRC 001447.9-GAS HOUSEHOLD COOKING A B C 0 E F G i i APPLIANCES SMALL HAVE A MI.30•CLERRNRNCE TO cOMBUS7713.E MATERIALS ABOVE 1 1 1 1 1 I 1 1 I 1 1 YL r- - �` tOHJAM P -0=0-Li 1 n (f 4 2• H I J K L 11T ❑ T ® ❑ ❑ ® �A1R GAP O TYP.AIR GAP DETAIL. ie TYPICAL EL-ECTRTCRL PALI N NEL GRD TYPTGRL FACTORY GROUNDTNG METHODS FOR METOL BOXES OUND TUUB SPPO�U1TT GMT luffs5 NOTES! O O O 1hiII2PIXIS s GARDEN TUBSI. SESTA FOR EXTERIOR RECEPTACLES. FIXTURE WIRE FDCTlR2E 1FIRE SSHT EE 31 FOR i?CAF NOTE•2, VFY•IITY GROUPS ARE ILLUSTRATIVE ONLY,ACTUFL MEDICINE CRSIFET DESIGN MY VARY. SEE 3FIECTRICAL NOTES, SHT 3a zID AMP MAIN NDTS TMP. OPT_ FIR P A FARE RIXAA FLOOR SYSTEM OF FIREPLACE z c US F14A PER OR ocrAGaT•IAa. MAY BE DESIGNED 50 THAT NO SCRLE:v¢^=r-a� ��1.2�'�`Imo- HET(L BOX v4- CHECK WITH SUPPORT IS REWIRED. T I I I F I SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL SMALL APPLIA�LE SM41(f'iTJANCE FOUNDATION WITH MANUFACTURER R FOR S• tt3• f-T lt3- GUAM-ILLUMINATION 3 BaTH(5) FOUNDATION SUPPORT REOUIREMFMS. MIN �' WALL MIL AIIL GENMFL 3LLI1aURTIO1 s W unto L TUB IOFTJ NUTS Z-6''IEXTERICR KALI. O LAY GENERAL ILIMWATIDN 7 6 GENERFL ILLUMINATION ° C TYP ,.° FWL ' VWL TUB ACE INSTALLED RANGE 8 B GEMERIL ILLUMINATION GROUND t8 'Pay� GROUND 1' IN fACCCOORDANCE WITH FA CTLRER- O O SCREW O SCREW INSTALLATION INSTRUCTIONS.SEE FIELD 119•MOL 30 WATER WATER MATE a7 OF DWGS Z SEE GENERAL NOTES-2. OPV, T-0'MOL CLEFRANCE IN FRONT 2,s3 AND GENERAL FIELD NOTE•6 OF DWG 3a l�•� OF SHOWER OPENING. WASTER IOPTJ ll SEE ENERGY NOTE OPTION OWG S.FR ZH KUL CoOCTOP 13 12 DRYDF IOPT] 9-WJRE FEED 2TlD2E FEED ¢ O AND RJ3,FORA FHS DF PROVIDING CHASE • FTO UIL FOR O STIESMLLBE:INSTALLATION 57 FLED INCE TtB SHOWER 1024 SL M81 BY ORORKE WITH MENTFINU SMALL BE INSTALLA IN 511 aR •B GROUND TYPTC'RI A-COIR (;R TN. N TTON TYPTt'R -LUTA (;12[7 1NDTN O MGTTON I t FCCOP.DWtCE WITH MFANIFRCAIEER'S INSTALLATION MICROWAVE UOPTJ 35 14 U 1 ASUPPLIED - —,,F-- MICROWAVE IOPY] 17 INSFM ii ACTLRER MRS OPTION OF PROVIDING CHASE WLLJ' •SPARE 16 DISPOSAL BY DIMERS TO fTCCW1Ml70ATE MORE 711AV ONE FLUE SPARE WARE FIELD LO-2 FIXTURE WIFE ;: TYP. FTXT ARF C FARRNCFS WORK rotes c,NrS, SPARE SFFJM BARE GROUND FLED - SPARE SPARE WIRE BLACK SPARE :PARE NUT ELECTRIC FEAT H•S 2 ELECTRIC MEAT NOTA 74 D SWITCH IS GROUNDED TOBOX USING '�• i t M ELECTRIC FEAT H-3 # ELECTRIC FlFA7BARE G r I,` DMSIONOF UWNGSTAIIDAROSAIA CODES GROUND SCREWS4.2TRWG T"OR TNN! TO BOX • . AUNrc,NY1m/aWT GROW BLACK 1 if.wp•TAPMo1dYr•gd•m,Bedd.r Compoe•nt SCREW RED M1387 2016-061 10/04/2016 200 AMP BARE FIELD NOTES FIELD NOTES MAIN PANEL 100 AMP •15 GROUND SD2 WW_ ® ! t I AlOTrRm�a°"ak web aF xr.eayD mTn 40 542.1E rVON •16 i' t 1 r—•, ``ti j 7M STmdCalldrtFeb m{m.3714�ringmm SERVICE ENnw":E CABLE BZEAIZ•R IN5Tp1AFTIDtt POLE SPaGE4 yl SIIri.E •17 METAL BOX TO BE USED : t t• /1 I 11 �mblFmoeSTn ldnmoh TO MAI O I5 5Da3E POLE ETd•AVR- .19 FOR WHIIIt FAFATER r `tt, i i i j Nd.NaafMmm dtrgpadgeeldWSEiasaatOmoi. 7/0 COPPER DR 4/9 p11A@NM UFAX OR COMMON WIRE IS PUT UNDER DISCONNECT SWITCH t 11 11 � /dr.L' B1 �•Aa41 SUPPLIED a INSTILLED BY OTHERS SCREW TAB ON BREAKER. 100 AMP 1 ii�:� ii JaM1RAit•io,PEArEgG!or AM tlRAA WHITE OR REITER.WIRE IS PUT UNDER � ILL UESWIRES ARE SPECIFIED 3N FADER SCREW 1N NEUTRFL BAR MASTER SERIES TISTRUC AS sPECIF>ED G N GFUGCIlP�T3 BARE COPPER CRUMI IS PUT UCOER OF WIRE 5 DEI'El.Oltdi ON GAJGE SCREW IN GFOUD BARL THIS PANEL 15 UII7nEED FOR ' i IF WIRE �a5 OLE al grzz WITH iF£ EXCESS CIRCUITS AND INSTALLED i •lt •t I ;' '11 i llf PHFF]_BOX I5 BONDED 11541G A ONLY WHEN MAIN IS FULL. BCrATFO ST:RET1 TTEmLvi THE Am1TIw a=A ST:DaFD•TO7'WIRE Atm 1 ` 1/ ``� / 11 tt r MISCELLANEOUS DETAILS ALL MODELS ME.UT pt.ORF INTO TME BOX CASING. U ZR A SECOND SCREW TAB 1H. I+�-m ` t / t, THE INTERIOR METAL WATER PIPING TT£0018E POLE BRE77CER. ID'offiQts WFIELD SYSTEM OURP EXrDm TTS MUNCY HOMES, INC. SERVICE GR Ew�IENr CONDUCTOR AT THE GRatRDFD LOMOLc1cR AT THE SERVICE THE GROUNDING ELECTRODE CONDUCTOR Vrf3E OF 5 FFICIWT 1567 PA ROUTE 442 T>� �� TMP. s a-FEED o rg COST ONF GURRTTONS MUNCY, PA 17756 POINTS B OPJUMPPER%P-L BACHMENT BEE AACCESSI9.E NOTES:THE THE MAIN PANEL BOX IS A SOURRE 0:OD140M200 OR FAUFL. SCRLE.' L/4"r-0^ DRN BY THIS 15 To ff OWE:WA SLTE 2-THE SUB PANEL BOX I5 A SOUFARE D-OD120Mt00 OR EDIJFiI_ DATE SCALE �� rrpormATACE ArttH O6\6n BY MJL 3-22-91 NONE 6-01-2016 6B GOYER]@AG CODES. DATABASE Fd4fE 3"VTR VACUUM RELIEF VALVE REQUIRED ON THE SUPPLY-SIDE NOTES_'—' TAR OR CAULK AROUND OF WATER HEATERS FOR MR AND ME. 2006-2015 IRC L FOR RPR F'LICRELE NOTES,SEE 5HT 3b. PERIMETER OF VENT 6 NY-VACUUM RELIEF VALVE REQUIRED ON THE SUPPLY- 2. PIPING FOR RELIEF VALVE,FIELD INSTRLLED AND SIDE OF"BOTTOM-FED"WATER HEATERS. INSPECTED: CRAWL 5PRCE-TO EXTEND ABOVE FIRST FLOOR AND ONE PIECE METAL WITH 6"MIN AIR GAP. SLEEVE OR 5ELF /— BELOW FIRST FLOOR AND - CAULKING RUBBER SHUT-OFF TfiP VALVE DIRECTED SAFELY TO EXTERIOR WITH DIRECTION BOOT PVC OR COPPER T&P DISCHARGE PIPE(SAME DIRM. 12"MIN TYP FLASHING EXPOSED RS VALVE OUTLET)DRAINED TD PRN(2009 IRC) DOWNWARD 6 6"MIN.AIR GRP IN DIRECTED SAFELY (MASS)3'VENT EXTENDS ON DOWN SIDE 2015 IRC-1' PEX OK FOR 3/4"T&P OUTLET. TO BASEMENT DARN WITH 6"MIN.AIR GRP. 18"TO 24"ABOVE AND TUB OR SHOWER DRAW 76P DISCHARGE PIPE MUST DARN INTO RN INDIRECT B.VR VRLVEI5 ADEBEPROVIDED QUATELY RATED TEMP RIND PRESSURE RELIEF 12"BELOW ROOF - DRYWALL COMPOUND C.LOCATION OF WATER HERTER: (RD ALL VENTS SHALL L USED RT RLL PIPE 1x2(RLL 4 SIDES) 3/4' WASTE RECEPTOR DRAIN PIPE E N)PVC, CRAWL SPACE-WATER HERTER N UNIT.OPT EXTEND 3"N DIft. PENETRATIONS WASTE RECEPTOR MOT INTO THE PRN]FOR MR 6 INSTALLATION N BSMT OR RR UMTS,SEE FLOOR PLAN. 12"ABOVE AND 24" ,,,,I FIE D.INSTA DECKING BY OTHER STATES FMAY ALSO ORRIN(THE T&P DISCHARGE BELOW ROOF. TTP FLOOR DECKING OTHERS 7'AIR GRP TYP EXCEPT: rl FOR NJ BASEMENT OR RAISED RANCH-WATER HEATER N BSMT W}i OUTSIDE THE DRAIN PAN RS DESCRIBED FOR MR f:NJ 3 SEE SHEET 6.FOR TYPICAL FIXTURE FLOOR CES. (MD 3'VENT EXTENDS _ -6"RIR GRP FOR W. 4. INTERCONNECTION OF PLUMBING BELOW FLOOR TO BE 24' ABOVE ROOF(min/ -2015 IRC-6"MAX,2x PIPE ACHIEVED IN FIELD BY BUILDER N ACCORDANCE WITH AND EXTENDS 1Y'BELOW 3"to Y'OR 1-1/2"REDUCER TYPICAL DIRM.MIN MIN.ELECTRIC R GALVANIZED STEEL PAN. GOVERNING CODES. FOR 2015 IRC,REDUCER TO OCCUR 12" ELECTRIC WATER HEATERS ALLOWED INR MGH- 5. NDIyIDURL PLUMBING SCHEMRLICS AVAILABLE UPON ROOF[muD TYP.FLOOR JOIST IMPACT PLASTIC PAN 0036"MN.THICKNESS AS AN REO EST FOR COMPLETION N rMELD(NOT PART OF APPROVAL) INSIDE THE THERMAL ENVELOPE N AREAS (NY)3'VENT EXTENDS WHERE THE 973%VALUE FOR OUTSIDE DESIGN 1/2"MIN DRYWALL FIELD FN FLOOR OPTION PRN]3'DEEP MN!Z" OW FOR MRL & INDIVIDUAL FIXTURE SHUT-OFF VALVES ARE OPT.OR AS 18"ABOVE ROOF.IF ROOF TEMP 15 0-deg F OR LESS-SEE FIG.R30L2(11. INSTALLED BY OTHERS AFTER ALUM PRN AT OA236"THKNS ALLOWED FOR 2015 IRC. CODE-FREE ES USED FOR ASSEMBLY, 1x2 FRAMING 15 SECURED TO V MIN CPVC 7. FROST-FREE EXT.HOSE BIBBS ARE OPT OR AS RECD. VENT TO EXTEND 7' DECKING 6 WTERCONNECTIDN OF VENTS TO BE FACTORY MADE ABOVE THE ROOF. C ! 1"PVC ELL WHERE PRACTICAL ABOVE CEILING VENT THRU ROOF DETAIL_ FIR STOP RT TUR RND SHOWFR- FTFI D H ! INDIRECTLY TO A HAZARD FREE S. WET VENTING IS ALLOWCODES.ED WHEN DONE N ACCORDANCE WITH GOVERNING CODES. FACTORY I ROOF_nFTRI - W LOCATION TO BE APPROVED BY 10. N 2 STORY UNITS,PLUMBING SYSTEMS FIRE SEPARATE LOCAL BLM.DING OFFICIAL 7�{�DRAIN LINES UPSTAIRSVENT ARE NOT CONNECTED TO VENT TO HOME LINES DOWNSTAIRS VENT LINES FOR DOWNSTAIRS ARE FOUNDATION(FIELD) FR TORY INSTALLED UPSTAIRS DRAIN LINE FOR UPSTAIRS SEE ALSO PLUMBING NOTE s35.BHT 36 SUPPLY RR�CE FACTORY INSTALLED DOWNSTAIRS PLUMBING IN 2ND RENTTREANCER(FIELD)OOF UNPIN FLR. BBEELOW INSTALLED LINEST SLOR IN COMP THRU CLG.FIN AFTER PLUMBING 15 INSTALLFD AND TESTED 1/2" - x,.,.3/4"INLET(FIELD) PER LOCAL CODES. 11. FOR STATES SUBJECT TO FROST CLOSURE, MAN SHUT- VENTS TO BE CONNECTED TO 3'VENT STACK OR OFF(FIELD) EXPRNDED TD 3"VTR AT LEAST 12"BELOW ROOF. CONNECTION TO SINK FIXTURE COh1NECTION TO WC - 12. ACCESSIBLE TRAPS ONLY SHALL E REMOVABLE WITH WATER H RTFR SL1PP1 Y - PR. NY, TRC /)NITS UNION IN TARP SEAL E HAVE CLEANOUT OPENING SAME FACTORY R FTFI D INSTRI I RTION SIZE AS TARP INACCESSIBLE TARPS SHALL NOT HAVE SHUT-OFFS RIND UNIONS,CLERNOl1T5 DR SLIP JOINTS. WASHER HOOK-UPS FDR WATER H RT RS FRCTDRY TNSTRLI FTI, 13 WHEN VINYL IS INSTALLED ON FLOORS IN BATHS OR UTILITY AREAS,VINYL CAULKING IS APPLIED AROUND NOTES: WATER CLOSET, AND EITHER 6 FOOT HIGH FIBERGLASS OPT.SHUT-OFF 1-FUEL-FIRED WATER HEATERS SHALL NOT BE N5TRII SHOWER 6 BATH[WITH SHOWER)WALLS OR 5 FOOT OPT 5HUT-OFF5 1/2" IN R SLEEPING ROOM,BATHROOM OR R CLOSET ACCESSED HIGH MOISTURE RESISTANT GYPSUM WALL PROVIDED N THROUGH R SLEEPING ROOM OR BATHROOM. FACTORY FOR 51TE APPLIED TILE OR 6 FOOT HIGH 2-INSTALLATION SHALL BE PROTECTED FROM FREEZING MOISTURE RESISTANT GYPSUM WALL PROVIDED N " PRESSURE TEMPERATURE RELIEF VALVE SHALL PIPE TO R VISIBLE FACTORY. VINYL CAULKING IS APPLIED AROUND v2° ll2' AIR GRP AT FLOOR IN THE SAME SPACE AS WATER HERTER BATHS,R PIECE OF 4 MIL MIN PLASTIC 15 LAID L2" 3-WHEN WH IS ON FIRST OR SECOND FLOOR R PAN SHALL BE PROVIDED UNDER CARPET WATER CLOSET IS CAULKED W/VINYL N N 6 ITS DRAIN SHALL PIPE BELOW FIRST FLOOR(DRAIN PROVIDED THEN CARPET IS 5TRI I FN.FLOOR OPT.SHUT-DEPS N.FLOOR t IIdDIRECTLY TLANT FOR O R HAZARD FREE OND FLOOR SPONT. SHALL PIPE 6 DISCHARGE 14. ORRIN SIZE FOR 3 WATER CLOSETS SHALL BE 4"MN + FIN,FLOM * THE PRN SHALL NOT BE LE55 THAN I I/2"DEEP ]5 THE POTABLE WATER SUPPLY OUTLETS SHALL HAVE H : C AND SHALL BE OF RECEIVE ALL DRIPPING SUFFICIENT CE 51ZE AN FROM T WATER HEATER THE OUTLET EI SPACED R FIXTUDISTARE CE ABOVE THE F1N,FLOOR OR PROVIDEEAN AIR GRP COMPLYING WITH P290291 CLE.TO H "L 4-TRNKLE55 WH DOES NOT REQUIRE R PRN(2012-15 IRC) C H 1 15 IN ONE-FAMILY CRAWL SPACE(FIELD SUPPLIED), TWO-FRMILY OR MULTIPLE DWELLINGS,THE WATER SUPPLY PIPING SHALL BE EQUIPPED WITH ONE KITCHEN STNK RND I AVRTORY SUPPLY TOR/SHOW R St 7PPI Y WRSHFR SUPPI Y WRTFR CLOSET SUPPLY VALVE TO SHUT OFF THE WATER SUPPLY TO PIPING FACTORY TNSTR IRTION FRCTDRY INSTRIIRTTON FRCTDRY TNSTRLLATION. FRCTORY TNSTRLLATION FIXTURE5 AND EQUIPMENT IN EACH DWELLING UNIT ` WITHOUT INTERFERENCE WITH THE WATER SUPPLY TO OTHER DWELLING UNITS,OR OTHER PORTIONS OF THE BUILDING SUCH DWELLING UNIT CONTROL VALVES 5HALL BE LOCATED WITHIN THE DWELLING UNIT SO CONTROLLED 3"VTR 17. QRC)AIR ADMITTANCE VALVES SHALL COMPLY WITH SECTION P3U4. IS, [IRC)VENTS FOR FUTURE FIXTURES SHALL COMPLY ' 1 1/2" WITH SECTION P3104& I - Ir 3'VTR T 3"VTR ' 1B"MIN.42"MAX, I 3D"MIN-MASS 2"STRNOPIPE 18"to 30"MAINE SN,TEE SPACE RESERVED FOR THE NEN YORK STAMP OF APPROVAL FIN FLOOR i l.L t FTN.Mbi r FOR M Tw SRN.TEE 6"TO 19" MAINE NNE I WASTe s OPT.DBL BOWL 2„ {v�c4la%•lL��, SAN.TEE t ._„ ,SAN.TEE 1 I/Z'P-TRAP 2"P-TRAP _ FIN.FLOOR ! t FN.FLOOR ' oqo C78'J45 2 2" ��2"P-TRRP L 1!2' LZ"P-TRF" - s �gA'[ST►'�'� .9 Ef/l7 SHDWFR DP.RTN 14 VENT BRTHTUR DRRTN & VENT IRVRTORY ORRIN & VENT WASHER DRRIN & VENT FRCTDRY TNSTRLIRTION FACTORY TNSTRLI_ED, FACTORY TNSTRLLED FRCTDRY TNSTRLIFD_" 3'VTR 3"VTR 3"VTR DEPARTMENTOFSTATE FUTURE VENT MAY BE I DIVISION OF BUILDING STANDARDS AND CODES DISHWRSHER(DPT.)DRAIN LOOPED VENT 6 DRAIN LINES t 1 �� DELETED WHEN CLOTHES I ALBANY,NY 12237001 UNDER CT.OR THRU AIR GRP FROM 2nd FLR.ON SITE t a WASHER I5 ON FIRST ORI Stamp ofAppmwi for a System,Model or Component PER MRNUF INSTRUCTIONS BY BUILDER AND FIRE NOT 3"VTR FROM t t SECOND FLOOR TO BE TIED INTO VENTING I-iat FLR.FIXTURES t ) M1387 2017-123 10/20/2017 t 1 1/2" j FROM let FLR.FIXTURES ) j 1 1/2" i 1 2" Appiaft No Data ofAppmral - 2 MN. Manufacturefs Na f 3- SINK ! FOR MAINE I I NO7ICETNs epprnalkeppGable onrym area minporeno Nae fadorymanufadulM I 1 1 t ( b7dNgs(Modul r)Natare fabdalodatd mmbledatihefadorylardaemmesfad[y DRAINS i �Oy'E7JT 3"DARN FOR f �; ; { Thb epplwel shag not mWe de manuFxwrerfmm responsiiS7yfrdeWallons,arms ��YY oromisdon bornga appmred d-nL, DISP05RL j y 2nd FLR.PLUMBING ! t SEE NOTE sIB At age related rA mmustb�axed forappm al by Ne locaalCode Enforcaneni oGidal (OPT) DISPOSAL I i i /_'7'> %• BY Da 'tai_�— 45°ELLS 45'fD1S ( e 1 JahnR Addarro,PE,Ailing 011eclor IAndreades,RA SAN.TEE f t CONT,WASTE CONT.WASTE �5RN TEE "I"�BRANCH FITTING T FLANGE W.C. T FLANGE WC MRSTEI2 SERIES 1 FIN FLOOR FW FLOOR RLL MODELS •1 L2' -TRAP 2"P-TRAP 1 FIN FLOOR : I e ` s { PLUMBING FIN.FLOOR FN FLOOR CAPPED 6 LABELLED FN.FLOOR MUNCY HOMES, INC. •2"W/ DISHWASHER OR AS CODE REDURS - ���� 1567 PR ROUTE 442 KITCHEN TNK DRR N R V NT OPTIONRL DI5HWR5HER, RTSFR SCHFMRTTC MRI ),"„TACK SECONDRRY VENT STACK & W-C., FI)TI)RF V NT TN TR FD FOR MR RND NH FRCTORY TN TR L OTION FR-TORY NSTR D ATION f'RPF�,S FRCTDRY TN5TRI 11 RTION, FRCTORY INSTRLLRTION„ RIND IRS CDD REOUTRES, OR RT BUIL DERS REQUESTMUNCY, PR 17756 SEE SHEET 3b, GENERAL PLUMBING FRCTDRY INSTRI I RTTON_ EACH VERTICAL UNIT SHALL HAVE ONE (FRCTORY TNSTRI I RTION FOR BRSEMFNT MODELS), NOTES (NOT FOR KY) MAIN 3 INCH MINIMUM STACK DRN BY DATE SCALE REV SHT.AND.DATABASE NAME MJL 3-22-91 NONE B-18-2D17 6 06\6b DETAIL ttz NOTES L FOR FASTENINGS NOT SPECIFICALLY FECRE55ED ON THIS SHEET,SEE FASTENING SCHEDULE ROOF SYSTEM ABOVE •il I� SIr MIN.5110um aG RPPLM) TO d I I I R raa FACE 01191•x 2°WALL i/rr _ I I I• llrr.c FFIMrL EL 6•o e.EDGE. J 3 31 I. -Or 1f 1 I �TBE BLOC!CED. MENG EDGES 32rz"rw i=o 9-0 WALL HEIGHT ) CHT 0 34•MM FOR]I-0•W HEIGW PANEL WIDTH ON BOTH FLOMS O SHALL MATCH BASED ON WIDEST A I I. PANEL WIDTH REOUIRED. EMi PAWL END SHALL BE miSTRAPPED TO 7}E PFYNEI- .CONRIINUOUIS STRAP WITH AN 1600 b CAPACITY. , FLOOR SYSTEM ROW SYSTE?j CC 2 CEILING • � � SYSTEM - { .I Y � T A Ds WN q�oQ��•sr r MALL BE ALLOWED TO 2 yrWALL REPLACE A 4'LENGTH 7/16'M*rJ L1DOD�IA:TLIrxx 4FaTHUNO APPLIED AS FOL!OWa^ •I ,y �� .I I I I, of NORl1PL����a DETAIL tp3 I: ao SHEATHING 70(8d) x IN S'GRID To FACT x 2 CONNECTION!CTI MIN IN 3•GRID PATTERN IF FORYFI_FRAME BRACED WELL 1- I we1� �ED 3/B•MI1&EAT1�1G APPLIED fnTMG TO STUDS CON ECTIOR THIS CONSTRUCTION I- OTQ T•" �p� 3f2HCED WAIL- TO BOTH FACES OF BRACED WALL. STUD CDNPECKING TIQY alar x 2 1/24(Shc MR 3.0.4RSSUJIDEl. UIQ k .I! lY' a z Lr :IATTACH WITH FIBID CONECTIaN STIP :EDGE I: (B"AIUL MIR 41A oc� •075•• gyp+$ (61 16d SIM�R FIELD DWELLED REWHING TO FRAMING STUDS CO ECTIDN: CONNECTION PER DETf� � = 1I I ]r ac.F1ET-0. ML ' S• Ot91•x 2 1/r(Bdl MR 3 DC. AT LEFT. J �1E(STAr ALTERNATE BRHCED WAI.I. J I ;W.BUILT AS SHOWN ¢ ¢ I I I MU BSE BL°LXE°'' RE NOREDGES EHA�41 LENGTH CED TNALL ' (I I MUS SWERSEN SLOCKM MR 7 X 11 1/4`HEPOER151 £ PANEL REQUIRZO. S 2B'MIN.FOR B-0•WALL MEIGHT - I. mEPTH MAY BE MORE DEPENAING ON SPAM I I I I I. _ I I I. 3r MR FOR 9'-0"WALL HEIGHT SPACE RESERVED FOR TIE NEW TOM STAMP OF APPROVAL • i E3 ,I I I I, Sr MIN FOR 9--0•A L FFEIGHT o PriEL WIDTHMff 34.-MIN FOR ONBOTH FLOORS .1 HERDER TO JACK S71A CONNECTION: •+ 34P MR FOR lI-0•WALL HEIGHT .-r ' FACTORY 7NSTa r P^ON BOTH ENDS tF I 1 I' PP QL 'M BFWREDl1�I2ED WIDEST I OPENING.SIDE OPPOSITE SMITHM FOR MIN EIS WILL 1S IRC) :I I 1. STRAP TO HAVE 100D b(mW CFPRCITY(2009 IRC) FaR oo SEISMIC(2015)RCI m STUDS nR I. I•I. STRAP TO FWVE 4100 b SriW caPRclrT Q012 TRC) EACH PANEL END S.Poy HAVE A .I I I I. �DEVICE:%i.L m. STRAP TO HAVE 3575 6(mW CAPACITY(2015 IRC) III IB00 TIE-DOWN CAPACITY FOR 1-STORY. TK I:• R LS MLTrLIER SFFLL 11 i 3000 b CAPACITY FOR 2-5TORr• - = I• FASTEN PLATE TO HEADER W/ BE USED TO DETERMINE 1 I m ROWS OF 16d SOKERS AT 71 ac NORMAL ElRFK=WALL' •'I I.I' R 2'PORTAL FRAMED FLOOR FLOOR IF PRVEL SPLICES OCCLAL THEY BRACED As SHOWN LL PANEL BLUL III 51M SYSTEM 3 •— — MUST BE WITHIN 24.OF EMARL TO R 7 NORMAL BRACED . . ' :I;I I:: MIDiiQGI{T.B_acl97G REOD. WALL PANEL Q x LS=n I -$— •I I I• 24•MR FOR B-0•WALL HEIGHT I„ 27e MR FOR 9!-v WALL)EIGHT PORTAL FRAMED 3Q•MIN.FOR I" WALL MOW BRACED WALL CONST. + 1 CENTER FNCHO2 BOLT ONLT 14 CENTER ANCHOR BOLT ONLY o A 11 Q DEPARISUEITOFSYATE 1 NOT SHOWN THIS O ENI 1 I I + 11 twos FOR R TWO•ST�tY. 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TIE-DOWN TO BE EMBEDDED INTO Y=S•to Ir •(1 I SOLE PLATE ffHCTORn TM C0.VCR�E NOT F'�0HOLD-DOWN15 OOT �y ,GSr}f .Hn,RIWa(q P$MffigDleckp � AMnade;3A SBL PLATE ff1ELD) — 1-STORY or 1st Fl OOR of 7-STORY CONSTRUCTION 7-STORY CONSTRUCTION WITH R TERNRT MASTER SERIES BRRCFD WR I D R TI Y RBOV WILDER TO REF ONE RND TWO STORY MODELS 8602.149.4 FOR REou N SIPS TYPALTERNATE BRACED WALL CONSTRUCTION R.7ERNRTE BRFlCO WAL DEALS 0U6�gns M� - OVER A WOOD FLOOR SYSTEM. MUNCY HOMES, INC. 2009-15 IRC d MR l Fa NTS SrAl F: NTS REF: RE02A0.6 (2000-03 IRC) 1567 PR ROUTE 442 PORTRL-FRAMED ("PFG" METHOD) BRRCED WALL RDJACENT TO GARAGE R6o2.10.6.1 (2006 IRC atom RCNY5) R602.10.3.2 (zoos IRC as MR) MUNCY, PR 17756 DOOR OPENING OVER A CONCRETE OR MASONRY BLOCK FOUNDATION R602.10.6.1 12012/15 IRC) _ DRN BY I DATE SCALE I REV. ISHT., N0. "DETAIL MRY BE USED FOR R GRRRGE DDDR HERDER SUPPORTING R ROOF OR 1-STORY ABOVE" DATABASE NAME 07\7a 3 REH 11-1-2005 1 SHOWN 6-01-2016 7a-3 - 1 DETAIL S MAIN.- w000 STRUCTURAL 5HER7HING APPLIED AS FOLLOWS RIL #2 3/8"MM WOOD STRUCTURAL SHERTMRp RPPLTD AS FOLLOWS NOTES SHERhON.-TO HIRl CONNECTION - SHERTHING TO HEADER CONNECTION: 0131".21/2'180 MAL 7N 3°GRID PRTTERIJ 0131"x 2 1/2°O)d)MIN IN 3"GRID PATTERN L FOR FASTENINGS NOT SPECIFICALLY ADDRESSED FACTORY CONNECTION IF"CS-PF"METHOD BRACED FACTORY CONNECTION IF"PFH°METHOD ERR ON THIS SHEET.SEE FASTENING SCHEDULE SHEATHING TO FRAMING STUDS CONNECTIOM WALL CONSTRUCTION IS SHEATHING TO FRRMING STUDS CONNECTION WALL CONSTRUCTIO 9 0131"x 2 1/2"(Bd)MIN.3"OC- - USED ON THIS SIDE OF THE 0131°x 2 LY(8dl NTN.3"O.G USED ON THIS SIDE I=CONNECTION OPENING AS WELL,BUILD FJ3V CONNECTION OPENING AS FIELD INSTALLED 5FERTHING TO FRAMING STUD CONNECTION HEADER CONNECTION PER FIELD INSTALLED SHUMOG TO FRAMING STUDS CONNECTION HERDER CONN ON PER°131°x 2 LY'(Bd)MAL 3°O.C. OETAIL RT LEFT. 0131°x 2 1/2°(BID MIN.3.O.G D AT LEFT. - MIN.3"X 11 1/4'HERDER(m MIN.3°X 11 L4•HERDER(S) I- (OEM MAY BE MORE DEPENDING ON SPAM II I• 0EpTH MAY BE MORE OFFENDING ON SPAIN II •I HERDER TO JACK STUD CONNECTION I 'I HEADER TO JACK SND CONNECTION FACTORY INSTALLED ON BOTH ENDS OF FRCTORY INSTALLED ON BOTH 005 OF OPENING,SIDE OPPOSITE SHEATHING I I OPENING.SIDE OPPOSITE SHEATHING STRAP TO HAVE 1000(o(mW CAPRCITY(200M STRAP TO HAVE IODO m 0"CAPACITY 0009) 0 SND MTM I I.. STRAP TO HAVE 41DO 6(min)CRPACLTY(2019 I I m STUDS MIN. I•• STRAP TO HAVE 4100 m ImW CAPACITY(2019 STRAP76 TO HAVE 36 m(mW CAPACITY ORIS III ,I, TO HAVE 3675 m(mW CAPACITY¢O1m III 2 I• FASTEN PLATE TO HEADER W/ 2 II• FR PLATE TO HERDER W/ N •I•I m ROWS OF l6d SINKERS AT 3°ox: 2035 IRC-•CS-PF°METHOD III N �•I Ql RO OF 16d SINKERS AT 3"oa. 'PFWWALL METHOD BRACED I' AS N WALL PANELS BUILT lil IWALL PANELS BUILT AS :I:I I;: AS SHTI ER AACCTUUAAL LENGTH III :I;I I TO°RREEPLAA SHALL B4.LLENGTH III TO THE TOTAL BRRCED WALL I• OF NORMAL BRACED WALL SII— —I.• IF PANEL SPLICES OCCUR°THEY LENGTH IREDUIIRm FOR III ¢ I•I- -I. MUST BE SPLICESWITH24 0Y PANEL REOU]RE0. 3 MUST BE WITHIN 24°OF SEISMIC ZONES A.B&C. 3 :II I:: MID-HEIGHT.BLOCKING REDD. I I X :I:I I:: MID-FEIGHT.BLOCKING X: fI I.I. IEr MMIC FFOR 5-0"WALL HEIGHT HT "�CONSTRUCTION NOT SCED HOWN III 1• •I• 16 MAL SINGLE STORY CONSTRUCTIONNOOTT SHOWN I I I 20•MIN.FOR I0-0°WALL HEIGHT THIS SIDE OF OPENING. "I I" 24"MIN FIRST FLOOR OF STO THIS SIDE OF OPENING. III � •'I I . S-M MIN.TO 18'-I'MAK III o .I.I I.I. B-m MIN.TO MRK I I I 0 1/2°MIN.ANCHOR BOLT III I. I. 5/S' ANCHOR BOLT we 2" 3/16°FLAT WASHER S 3/16"FLAT WASHER 0 LB CAPRCITY(mtrd :I:I BY BUILDER-REF R4MB III CEO a MID-POINT ERe REF 4031.8 FROM JAA CK— ITU TO FOUNDATION DED INTO fISOLE PLATE(FACTORY) ISI SOLE PLATE ERCTORY) TIE Down TO mCONNCRETF- I ..IR-.7, SIL PLATE F=) I Lis —°n— SILL PLATE FIELD) I L� II HOLD-DOWN DEVICE EMBEDDED INTO CONCRETE BUILDER CODE REFjl j BlI1DER CODE REF AND NRILED INTO FRAMING ONSITE BY BUM-DER CRPRCITY PER ANCHOR-4200 m FOR FOR RDDTNL FNO 5 FOR RODTNL FND 6, 20°9/12 IRC,3500 m FOR 2015 IRC. REOUITREMENTS REOUIREMENTS: , R6rorO33 FOR GRRRGE SLAB TIP. R60ZI 33 FOR GARAGE SLAB TYP. 2009 3RC.R40316 2009 IRC,R403.1.6 FOR 2012/15 IRC. SFOR 2012/15 - GRLF; NTS 2009-15 IRC & MR wgS��KAL OPTION #1: OVER CONCRETE OR MRSONRY BLOCK FOUNDRTION PORTRL ERRME WITH HOLD-DOWNS - METHOD "PFH" "OETRIL MRY BE USED FOR R HERDER SUPPORTING R ROOF OR 1-STORY RBOVE' Y NAIL BTM PLATE TO RIM JOIST BELOW :RIM JOIST BELOW.°F 01311 X3°NAIL AT AT BRRCED WALL 4-:4 "AREAS�TM •I'I I AT NON-BRACED WALL AREAS I +'ESTI 0131"X 3"NAILS RT o e. SPACE RESERVED FOR THE NEW YORK-STRMP OF APPROVAL (2) >F1 ING ANCHORS 7/16°OSB OVER RIM JOIST. APPLIEDTHING JOINT. SGRL; NT5 OPTION #2: OVER RRIF R - FRAMING ANCHOR OPTION (WHERE PORTAL SHEATHING DOES ER OR RIM JOIST, t BOTTOM OF RIM �� P B�RRCED WRILLJA AS WWIITHASTENED WITH 3"NAILS AT 4°o.c RND ISOD MIN.3"O.C. RT NO WALL AREAS WITH O. 3"NAI-S AT 170 c j I L_ DEPARTMENFOFBTATE DMBION OF BUILDINGSTANDARDBAND CODES ALBANY,NY 12231-0007 Blamp ofAppro ilTnrx ayakm,3I°dal or Cempoam( M1367 2016-061 10/04/2016 Mmm1ewWvNo AppEcd.N. 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M-2012 IRC ]2'm.2012 IRC B'ne.2015 IRC 8'ao 2DLS IRCIV v4vvvv, 1141, Lim a a FACTORY WORK FLOOR JOIST / y0016707 NE _ ]7VAL.RTI0N N$ SEE 5HT Se FOR SIZE, F1E10 WORK -...d/�27TA s SPECIES,GRADE S O.C.SPACING ' ��U. 6 MEMBERS ERSa` DETRIL "R" DETRIL "B" DETRIL "B" DETAIL °B" ' SCALE: 1 112-4-0" (WITH T1-11 SIDING) SCALE:1 1/7=1'-0" SPACE RESERVED FOR THE NEW YORK STAMP of APPROVAL SCALE: 1 1/2'=1'-0" m ROOF INTE T BUILDER ------- SEE SHT 4e S&SHIONETHIL RTA Ds 6 SPSPECS. ---"-'� -42.9 FOR STAIR DETAILS --'•1r 31-D'MIN. STAAIIRSS BY BUDDER .i 4 i' 2,5 �� r !;�j TYP. CROSS SECTIONSCALE v2"=rM" DMU.ATION WN$TO WARM SIDE SEE 5)iT 9a _ DEFAKIL%W0F6TAYE 1N17MUOP IALDWSTMAMMOODO A9 ff.wtII1117)1 Jv 6Ta"pNApFrardf"ra ayxQa�Yadef°tCopgaeal SEE�A•4�FSR M1387 2016-061 10/04/2016 Fl)11Nl7MTIIXJ OETHB.S 6 SPECS. ES S OR ( 'rrlh k¢wkn Na. mb d&pmd NrnXelNro�xpsp)mN,,116 Sfr�:r.rlpOwmgmeb Qaalatrlmerh�,d lln�orrinclrrlKn'�be�Ean mu.L,sxT..dmrt.mly. 2 LAYERS OF SHEATHING vedeprhmd�wmeorwa gaveDTtr°rr�.gmor BETWEEN SECTIONS NtL"N.N}°tntl trRp°dlYOetd�atrmtxl.0ded - AdL'x,,N'EA�q lTmtr Anis/r;RA TYP. CRRWL SPRCE CROSS SECTION SCALE L12,�--1,-O„ MASTER SERIES T and L SHRPE RRNCH MODELS CROSS SECTION FUDR JDlsrs MUNCY HOMES, INC. 1567 PR ROUTE 442 • MUNCY. PR 17756 ' MATING RR ;L CROSS SECTION DRN BY DRTE SCRLE REV. SHT. N0. SCRLE L2"1'-0° DATO � MJL 3-22-91 SHOWN I 6-01-2016 I 7d SIMPSON LSTRIB,209 STRAP 2t4 RIDGE NOTES ' DETRIL OR EOURL No 46"o.e.OVER RIDGE ZDJSTRLLED BY BUILDER WITH(S)10d NAILS EACH Da L Nfi ATTIC VEMILATION DESIGN MEET' ]Od NRI S®S'O.C. OR EXCEEDS RLL RPPLICRBLE CODES. BY BUDDER 2. WHEN TRUSSES DO NOT ALIGN W {STUDS, R DOpUgB5L7E}H�A�LL TOP PLATE IS REQUIRED. 3. ADDRESSED ONG THISTSHEEET�SEE FASTEXNG SCHEDULE 4. OM CONNECTIONS FOR ULT WAID SPEEDS(VuR) of>or-140 MPH 33G SHALL BE DESWNED/SUBMITTED OPT.CUT ON AN INDIVIDUAL BASIS. DETRIL "R" E�AVVEE VENTS BAFFLES SHALL EXTEND OVER TOP CENT OFSTHE/ ATTIC INSULATION MIN OPENING TD BE>SOFFIT VENT FREE-RIR 5-7/12 TRUSS FOR SINGLE BOX MODULE NOIR INSTALL LATERAL BRACING AS REOUIRED BY THE DESIGN TRUSS DRAWING. SCALE:tn^=r-D° *15 JG INSUL BA (D 15d NAILS TO TR AFTER OVERHRNG LOWERED-BY BUIL ——— 1XS ALUM.COVERED FR5CIR-\ d NAILS DIRECT TO STUD ELMDERPERFORATED F SIDING BY BUILDER DETRIL "R" FIELD WORK SCALE: ROOF SHEATHING 1X6 ALUM.COVERED FASCIA RLT. DETRIL "R" pERFDRATED SOFFIT 5CRLE( 1"=1'-0" 9/29!16 ,N§10'LtCfA �.�1 I,.6T dH• t a 0 SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL DEPNOMENTOF STATE O MSION OF 60 DING STANDARDS AND CODES ALBAN1.NY12231-UMI SlampalApprar.lf"n Syebm,Eedel"r C"mpnnen( M1387 2016-061 10104/2016 M.O..W.Na. AppUc6m Nn. DA-Mpp-d N0110E:TIb gperd h eppbo(k mY b lhe"nnpve�Is d Pa fatlu0 nautetluml m+NeicslMmdrOmanef�Ar�eiueamrntledtl pehnu7^�•�°*^•n�/. 7Na epavNdml rtmtiretle�odam.a6omrzyueaavT(amr�tl4y enm w amdm fn.n oa gptvrd d>vneo< AD anen3cedg"ecuompefe+txm(agwmdbl mom ct�r taovned omaa I" Addab•PE,AebU Dh t l o Andmmde PIA MRSTER SERIES RLTERNRTE CONSTRUCTION DETRILS CROSS SECTION MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17755 DRN BY DRTE SCRLE REV. SHI N0. DRT0ER7 7R kNAME I MJL 3-22-91 SHOWN 6-01-2016 7k (3)ll)d NAILS,IE'O.C.ON SITE RIDGE TO RIDGE # FTRT #1 • FIELD W 4 e< BW MAXk sIMPSDN LSTA3s,zD9 STRAP DR FIELD W FIELD WORK 4 6 BW MRXX U5C0N LSTT36,20g STRAP OR UAL D RX 6 FLIP CONNECTION®48"0.0. RIDGE BERM 16d NAILS m 3 1/2 0 C. EQUAL OV 6 FLIP CONNECTION m 48"o.a CONI.RIDGE VENT,SEE NOTE al MRK W10 f5) 0))10d NAILS 16"O.C.ON SITE RIDGE TO RIDGE HORIZ PLATE TO VERT.PLATE MAX WITH 15) 5 PER LEG INTO TRUSS(SITE]. RIDGE BERM ILS PER LEG INTO TRUSS(SITE). 7/12[ALL Wl 6 5/ SIMPSON LSTA38,20g STRAPS OR 7/12(ALL W)6 S/ SIMPSON LSTRIB,209 STRAPS OR BETWEEN TRUSSES(SITE) EOURL OVER RIDGE 6 NNECTTONS IY 4B°o.c 2.4 5PF a3 OR EQURL EQUAL OVER RIDGE 6 NNECTIDNS m 48"o CONT.RIDGE VENT,SEE NOTE al MAX WITH(b)lad NAILS P (SITE). lx4 MAX WITH 61 lOd NAILS P G(SITE). PRE- WOOD TRUSS 2x4 SPF a3 OR EQUAL (BY 1 RT16",192°OR 24"O.C. ALT.CONNECTION FOR 4 6 5/12(2B ROOF'S'. LPO OF THE 2x4 ALT.CONNECTIO FOR 4 6 5/12 OB ROOFS LP.O OF THE SPECIFICATIONS MANUAL RIDGE 4- RIDGE STRAP,R 2x4 COLLAR TIE ERT B W/(4)10d IOd NAILS m 12°O.C.PLATE TO P RIDGE STRAP,A 2x4 COLLAR TIE MAY ALLED W/(4)lDd 1x4 OR TRUSS DESIGN DRAWINGS NAILS EACH END JUST BELOW THE 2x4 CO PLATE INHERE NAILS EACH END JUST BELOW THE 2.4 CON PLATE WHERE 2.4 THE FLIP AND TRUSS TOP CHORD MEET. KNEE WALL THE FLIP AND TRUSS TOP CHORD MEET. lOd NAIL m 12"Cr- - ALT.CONNECTION FOR 7/12 TALL W)6 5/12 MW)ROOFS --- CONTINUOUS LATERAL BRACING TO BE RLE.CONNECTION FOR 7/12 LLA W1 6 5/12(EI ROOFS __4-__ PLATE TO CONTINUOUS LATERAL BRACING TO BE THE RIDGE STRAP,A 2x4 COLLAR TIE MAY BE INSTALLED EOURLLY SPACED,ATTACH WITH(2l Ed NAILS THE RIDGE STRIP,R 2x4 COLLAR TIE MRY BE INSTALLED EQUALLY SPACED,ATTACH WITH 21 Bd NAILS W/(4)lod NAILS EACH END JUST BELOW THE RIDGE BROS. TRUSS HINGESEE DETAIL a6 W/(4)10d NAILS EACH END JUST BELOW THE RIDGE B , ADS. AS A SUBSTITUTION FOR THE STRAP CONNECTING THE AS A SUBSTITUTION FOR THE STRAP CONNECTING THE TRUSS HINGE,SEE DETAIL a5 TRUSS TOP CHORD TO THE FLIP RAFTER,A 2.4 � PRE-MRNUFRCTURED WOOD TRUSS TRUSS TOP CHORD TO THE FIS RAFTER,R 2.4 COLLAR-TIE MAY BE B45TRLL.ED W/(10 10d SCE(FATORp (BY OTHERS)AT 16",192"OR 24"O.C. COLLRR-TIE MAT BE INSTALLED W/(4)10d SD FOR FASTENING, {� 5IMP50N MT512 RAFTER NAILS EACH END JUST BELOW THE 2.4 FOR FASTENINGSEE DETAIL all , SEE SPECIFICATIONS MANUAL FOR NAILS EACH END JUST BELOW THE 2.4 2x3 BRACE SEE DETAIL all 12 TIE-DOWNS OR EOURL CONI PLATE WHERE THE FLIP AND ISITE) G POST TRUSS DESIGN DRAWINGS CONT PLATE WHERE THE FLIP AND (SITE) SPACED 46"O.C.(SITE) TRUSS TOP CHORD MEET. -_--_-_-_----- ___ -- ---_-_- _---- u TRUSS TOP CHORD MEET. KING P 14,5 OR 7 -_-_ _ KNEEWALL KING P05T ----- OPT.CRTHEDRRL - KING POST �EW(�(- SIMPSON MTS12 ROD TION FOR 24'AND 25'WIDE 1/2°OR 5/B GYP ARD CONT.PLATE SULRTIDN UNIT OVERHANG DETAILS, KING PFOR 2V AND 25'WIDE (WHEN N05T EOUAURLED TIE DR INSULATIONn---TYPIC'/2".04'!.R LP OR S/B°GTP5U UNIT OVERHANG DETAILS, L2"OR 5/6'x2]/2° SEE DETAIL 04. IS PRESENT, OC FIELD BAFFLE TEP. TYPICAL 2x4 DR 2x ALL CONT.PLATE SEE DETAIL a4. BAFFLE TEP. COMPRESSION STRIP SEE NOTE a4 ]2"OR 5/6°.2 1/2° FOR 2B'WIDE UNIT FOR 28'WIDE UNIT FASTEN TWIST INSTALLED. ICRL 2x5 OR 2x4 MARRIAGE WALL COMPRESSION STRIP OVERHANG DETAILS, SEE NOTE s4 TYPIC OR 2.6 SIDENALL SEE DETAIL a5A➢'S� B�M CHORD) SEE DETAIL a5. TYPICAL 2x3 OR 2.4 MARRIAGE WALL KING POST UNIT WIDTH UNIT WIDTH FASTEN BOTH ENDS OF ALT. KING POST Nis F= IDINsiRLL1E0 CONNECTION TYPICRL ON SITE FRSTFNING DETRILS — 4, 5 OR 7/12_ OPTiONRL OFFSET ROOF SITE FRSTENTNG DETRTLS — 4, 5 OR 7/12 TYPTCRL ON SITE FASTENING DFTRTIS SCALE 3/B`-1'-0° 5CALE SCALE: NT5 # DFTRTI #4 D TF RTI #5 DETRTL #6 INSULATION BAFFLE TO PROVIDE ATR 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]B"OVERLAP DR F WORK GABLE OVERIiRNG INSIDE RAKE TO TRU55 CONNECTION SEE NOTE a4 FIBERGLAS OR SELF SEALING SHINGLE, a55 SIMPLE(SHINGLE UNDERLAYMENT SEE FASTENING INSIl11J= TYPE 15 FELT WITH 18"OVERLAP OR INSULATION BAFFLE TO PROVIDE AIR SPACE SEE SET-UP IN57RUCTIONS FOR EXTERIOR SOFFIT. OR EQUAL 3S"WIDE AN ICE BARRIER 1°MIN. a55 SIMPLE(SHINGLE UNDERLRYMENT FOR ATTIC VENIIlATION. FASCIA,J-BRIE AI•ID DRIP EDGE TO OVERHANGS SITE WORK THAT CONSISTS OF RT LEAST R)LAYERS Zw OR EQUAL 36"WIDE AN ICE BRRRTER OF ONDERLAYMEM CEMENTED TOGETHER SEE NOTE a4 THAT CONSISTS T E LEAST QJ ETHERS BI OFA SHEETADHERING POLYMER MODIFIED TRUSS LZ" OF 11NDERLRYMENT CEMENTED TOGETHER HINGE STRAP RODE SHEATHING 02D OVERHANG 15 TO Ir MRX BITUMEN SWEET.SHALL BE USED HA LIEU k OR OF RSELF-ADHERING POLYMER MODIFIED OF NORMAL UNDERLRYMENi AND SHALL m 4B"O.C. IN HIGH WIND ZONES(N BITUMEN SHEET,SHALL BE USED IN 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 OR EQUAL TRUSS AT awa - PEXTEND FROOINT AT ST EVE'S EDGE 24 IN.INSIDE TO EXTERIOR WALL LINE OF]FIE BUILDING. ONLY AT ERVE END EXTERIOR SHEATHING 7 EXTERIOR WALL LINE OF THE BUILDING CONT 1/2"OR S/8". - AFTER ROOF P�ITCHBL G�0 TOA B�ERKOIN 1x6 INSIDE AND 1 1/2"OB STRIP ROOF,LIFT UP SHINGLES 6 INSTALL BREAK AT F0)JGE D71 REP.AT ERG.SUPPORTS) - 7 OUTSIDE RAKES DIMENSION VARIES �` ,° - PJ lfid NAILS INfO EACH TAUS-5 m ALUMINUM DRIP EDGE TRUSS TRUSS HINGE FIELD WORK 2.2 VA, SCRLE: 1°=V-o" k A CONT.1/2"OR 5/B'x ALUMINUM DRIP EDGE ----------- 0 16d NAILS TO TRUSS NOTES 1 L21 OB STRIP --- -- AFTER OVERHANG IS FavE END (TEP.AT ERG.SUPPORTS) IxS F SCIR BOARD COVERED T IxS LOWERED,BY BUILDER L RIDGE BOARDS ARE B45TRLLED A MINIMUM OF 1"BELOW 1.6 5PF OR EOURL GABLE PEAK OF ROOF.TO ALLOW FOR RTTIC VENTILATION. 0 BLOCKS AT 24°OG MAX pT RIDGE `SECTION lOd NAIL DIRECT TO STUD 2 RI SPECIFIC STRAPPING REF'D IN DTRD_5 1 6 2: HE DESIGN LIVE LORD EXCEEDS 6'0 psF, PERFORATED SOFFIT BY BUILDER 5/12 PIOVE LIGE& LIP 0 20g STRAP OR THE ELOCKS SHALL BE RT 16"OQ.MRX EQUAL OVER RIDGE 6 FLIP lB,209C STT m 48"— FIT PERFORATED SOFFIT MAK WITH(5)IDd NAILS PER LEG INTO TRUSS(537D. 7/12 PITCFC SIMPSON LSTA18,20g STRAPS OR TOP RDW OF SIDING EDUAL OVER RIDGE 6 FLIP CONNECTIONS m 48"ot INSTALLED BY BUILDER MAX WITH(S)IDd NAI1-5 PER LEG(SITE] NOTE:ROOF SFEATFEJG IS CONTINUOUS FROM TRUSSES TO ENO OF OVERHANG. 3. RNY)CONNECTIONS FOR ULT WIND SPEEDS NdU f>N DI MPH B SHALL BE DESIGNED/SUBMITTTID ON o INDIVIDUAL BASIS 4. INSULATION BAFFLES REOUIRED ADJACENT TO SOFFIT/ EAVE VENTS AND 5HRLL EXTEND OVER TOP OF THE TYPTORI FRONT OR RERR GRBLE OVERHRNG OPTION DETRTL ATTIC PEE-RIR MIN OPENING TO BE>SOFFIT VENT FREE-ATR SCALE 3/4'-I Cf FIXED OVERHRNG FOLDING OVERHANG FIELD WORK SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL SCRLE: 1 1/2"=1'-0" SCRLE: 1 1/2"=1'-0" nFTRTL #7 DETAIL #8 RTL # FIELD CONNECTION OF LOWER ROOF TO SIDEWRLL aET Il # 1 n SITE CONSTRUCTED SECTION INSTALLED 16d NAGS a B°0 C,2 ROWS STAGGERED oVER ROOF SHEATHING RAFTERS FIELD WORK F D WORK THROUGH RIDGE BOARD TO 5IDEWALL F LD WORK FIELD WORK 5HEATH N FLASHING(SITE) RmGE BEAM • RIDGE VENT,SEE NOTE al _ II II II II SIDING ROOFING MATERIAL II II II II SECOND STORY EWRLL ALTERNATE 1.6 NAILER II II TYPICAL TRUSSES 12IDGE VENT INSTALLED A ERA OF 2.4 BLO G II II II II 2.4 BLOCKING II II II II Z—SHERTHNG, 5EE NOTETn TION ]RUCTIONS,DR ED� II II 11 I UND YMENi,RND 51-mNGLFS II II I SHEATHING - NYLON OR FLIP SECTION II II I SIDIIJG. LATERAL BRACING 21 mN�OR 16 OC. II II I PRE-MRNUFRCTUREO WOOD TRUSS DBABRGSTAND TATE FLASHING• (BY OTHERS)AT 16°,19.2"DR 24"OC. TOP CHORD IST HANGER OR DMSION aF emLDiNGSTANDAND.9AND CODES II II I SEE THERSICR 1W,ONS MANURE EDGER AIBANY.WIM 01 b'hmpo(Appmnl(or•bpl•m,Bod.l•rC•mp•not II 11 I RIDGE VENT• FOR TRUSS DESIGN DRAWINGS MIR STRUCTURAL BEAMS SHEATHING �� M138T 2016-061 10/04/2016 I II I DRYWALL(517E) M.nde b.W.N. AppGcdon Na Dd•dAppmrd II II I I I FIELD NRD3NG FLOOR JOIST NDnCEThb I dhalgOmtlemyblA®m�paadedWradary�,m.aaam i ROOFING MATERML DETAIL el I'�jslNoddarl md®o(da�iadm�otl idNe/adal"""""^- (�Dl. II I I II RPPRDX FIRST FOOT MODULE"R° MODULE"C° FLOOR JOIST 7W eAmddalmtlBiml.•mm�.a f-�pc�3u1 Md3dmA a ammm fm.Ye.)piare°dxadam. SITE INSTALLED4- + AAat•relmdeadcmw k�edrorgpmrdytlreha)eudeFdomm.�.oSdaL II II I I II DIAGONAL WEB 4 _ II I I II 4 MIN. John:A`ft%PF:Aft��D om, �DbfAAoftd.,RA II II II OPTTONAI OFFSET (ONE OR TWO STORY UMTS) 2,1D MIN. II II II TRUSS SCRLE: 3/B=V-0" BOTTOM CHORD JOIST II II DEMING]DIST MRSTER SERIES I I I I I 9/29/16 SITE INSTALLED RLL MODELS t14as(�°P RLTERNRTE CONSTRUCTION DETRILS CEn.ING DRYWALL MUNCY HOMES, INC. a c C 1567 PR ROUTE 442 p°•BI1 ;� R Fl OOR CETI IN FM MUNCY, PR 17756 STNGLE 'BOX EXTENSION =` gTsrlr�s'� B, OPTTONRI OFFSET (TWO STORY UMTS) (TWO STORY UNITS) DRN BY DRTE SCRLE REV. HT. 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(5)10d NAILS EACH SIDE �--- RRFTERS SPANNING>6'HORIZ SHALL RECEIVE A - DORMER FRAME 2x6 SPF 02^1 OR E0.RTWINGED GABLE OFTRIL SHOWN IS FOR CMH 2x6 COLLAR TIE FASTENED W/171 0]31'.3°NRI S/ENO NO ABLE SPACE RAFTERS SPSWUNG>6 HORIZ SHALL R ]. UNIT WITH OPTIONAL WINDOWS.WINGED GABLE C IS ALSO Zx6 COLLAR TIE FF5 EKED W/(7) x3°NRILS/ENEL AVAILABLE ON UNITS WITH FLAT CEILINGS. 2. PORCH CRLC5 PROVIDED IN SECT s34 OF APPROVED MANUAL 3. DECO-DORMER CRLCS PROVIDED IN BCT 037 OF FASCIA APPROVED MANUAL _ 4 WINGED-GRSLE CRLC'S PROVIDED IN SECT s33 OF SHEATHING 2. G NRmjmS APPROVED MANUAL. FASCIA ROOF SHEATHING PRE-MRJUFRGTURED WOOD TRUSS 03Y OTHERS)AT 16",192"OR 24"O.C. SFEATF�dG - SEE TRUSS MANUAL FOR TRUSS DESIGN DRAWINGS CEbWG NRTLERS _ PRE-MRNUFRCTURED WOOD TRUSS ROOF 5FERTHING (SY OTHERS)AT 16',192'OR 24"OC. 4000 SEE TRUSS MANUAL SE>R00EQ0RMSNNj, TO OR TRUSS DESIGN DRAWINGS R I I f , OPT 0 L 4, 5 & 7/1(FACTORY COMP3) SCALE: 1 1/2" BAB of RAFTER FASTENED TO DETRIL #4 - PORCH OPT. #2 ROOF BOLOLT'AlG WITH - 2x4 PORCH ARIL FlTTRCH f3l sBz3.6'TOE-SCREWS. TO RAFTER W/Cil 0131x3°NAILS 2xfi TRLTOT IL 2x6 RIDGE VENT ATTACHRUSSTRUSSW/AC ILSOPTIONAL 4, 5 OR 7/12 ROOF DORMER- SITE ERECTED SHOP LOOSE ROOF PANELS—,, Ram i��TRU55 2x+FLIP SCALE: 3/4"=1'0" (NOTE #3) (RPPRDx B`-Ir LENGTHS/ ,rte DETATL #2 CONNECT " o� TO wires, 12 2RR>L (U SIMPSON F43R i i r PER RAFTER 5 OR 7I — 131-2x6 SPF 02/01 HERDRIDGE VENT�lELOI 1.6 FRSCIA--> L005E A S FIEL O 2z3 SOFFIT BLOCK LOOSE AND FIP1.0 INSTALLED BY BUILDER. 24 1 1/2'GAP SHIP L..E HEADER 2.3 FRAME FOR 2x6 5PF#2^1 m 24"OC.-35 P5F GSL STA TRUSS MR)L SOFFIT SUPPORT 2.6 SPF 02/+1 m 16"OG-SO TO 90 PSF GSL 24 SPF STUD GRADE OR EQ LATERAL BRACING FIELD) ON-SITE BY BUILDER I 2x3 ONE PIECE PRE-MRNUFRCTURED RAISED ROOF WOOD ROOF SHEATHING o-->FLO1 SEE SP®fflc�S�MW.ANUA�^OR 24"OZ. 7/12 - 28' OND 31' WIDE ROOF�PA°NELS�.• r ORCH RAIL FOR TRUSS DESIGN DRAWINGS *HABITABLE SPACE tf-O'L�IPGTROHSxl i 2x6 TRUSS 1H I ROOF SHEATHING FIELD) Sz6 i (FACTORY) FRSCIFl -- CONNECT RAFTER TO HEADER WITH SOFFIT BLOCK CAUTION ROOF SHEATHING(FIELD) DI sTPPtMER 2z3 FRAME FOR SOFFIT SUPPORT 5/12 - 26' WIDE NO SHEATHINGRAFTERON-SITE BY BUIIDER IN THIS AREA PRE-MANUFACTURED WOOD TRUSS _ SUPPORT COLUMNS-9'-6"D.C.MAX 35 P5F G5L 03Y THERS)AT 16".192 OR 24"O.C. -B'-S"OC.MAX 50 PSF GSL,B'-O"OC.MAX FOR TRUSS DESIIGN DRATRUSS WINGS SUPPLIED I°GSL FIELD INS ALLLED 13T SUMMER. ROOF SHINGLES FIDJO) (FACTORY) FELT PAPER FID..D) AX COLUMN MU57 BE ABLE TO WITHSTAND IAL LORD-OF 3284 LEL SEE 7/12_2S WIDE 6 UPLIFT OF 1436 L.B. �+PORCH RAIL RRISED ROOF PORCH OPTIO RO THIWACTONG MINEIZRL PRPER(FIELD) FOR COMPONENTS coNNecT ATTACH TO RAFTER SCALE: 1/2"=1'-0" (NOTE a2) DRIP EDGE 0-7t7J) TO HERDER CO -RAFTER W/(3)0.13123"NAILS i (D SIMPSON HESA TO FRSCIR a=) PER RAFTER. �� O1 SIMPSON PER RR - 1x6(FIELD) i' ! SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL EXEXTEEFUOR RS°�°(FRPPRD�OX�� i 2x6 TRUSS L ED VINYL SOFFIT F111D1 VINYL J-RFiIL B'-D'LENGT S) - 2x2 50— T.FRSM BLOCK SHIP-LO° 502i•FFIT BLK flLT. RAISED ROOF PORCH OPTION SING 7/12 - 26' WIDE " 2x3FMAME%F�suppo&rrONBYscALe 1/2=r-D° L&STDB.°TTTR°M OF TI-E USS FASCIAPORCH SHOULD BEC1FLUSH AFTER PORCH N-N-SIVE ASSSEMMB-Y. 5/12 OFF17 FRAME 28' WHEN USING THE CATHEDRAL ROOF OPTION. CONNECTION OF 2x6 PLATE TO TRUSS OR RAFTER DETAIL #3 OUTRIGGERS SMALL BE 15"OZ,AND 2 ROWS OF 131'.3'NAILS OR EQUAL AT 1Z'O.c.MAX , TOP PLATE SHALL BE DOUBLE EACH ROW,ROWS 5HRLL B 5RGGERED J p • FIELD CONNECTION OF OUTRIGGERS TO �1�xu 42�r STEEL FRMNG 90 PPL TE 5HRL SNOW DOUBLE O(�FOROR JOIST O7 SIMPSON HPSR sTT}1 FRFlMTNc ��w ST� PREVENT UP 4T°TO Q�P• 2xfi OR RAFTER zS \A —V SO ALUM FFlSC H OFFIT 4'-0"MAX. 2x6 PLATE 0 S ATTACHED TO'TRUSS OR SPF s2/sl .xx1� �4V D(PARiMENTOF3TATE WITH INVERTED JOIST HANGERS OR EOURL ,(� (" A DIASION OFBWDING STANDARDS AND C00ES INSULATION 2x6 SPF#2/sl m C FOR 35 PSP GROUND SNOW ZONE V' ALBANY,NY 1II71-0001 2x6 SPF s2/al m 16" 50 PSP GROUND SNOW ZONE cT l�r. Skimp a(Appmrd fors 5yx(em,tlodalar Compenen! • 2.6 SPF#2/01 m 12"OC PSS GROUND SNOW ZONE 1B s •`ihO lD M1387 2016-061 10/04/2016 LE DOUB2.6 SPF s2/s1 m 16 90 PSF GROUND SNOW ZONE FRAMING - Note TNsaqx.WIlWjbbw4bft. rd bm y SITE INSTALLED BY BUILDER-WHEN 5/12 TRUSSES ANCHOR tl ms'6�@Imd#>Sr#emrdadmdmVeradoDnmbn##xt:tmuy. FACTORY INSTATED—WHEN 5/12 OR 7/12 TR G LINE m(mmEomOildhe�qtnmed�mcuc" ees� 's� ' DETAIL #5 A16��x nns ewedforq MdbjV b lCM%El.. Offic. 1/2"MIN.DRYWALL —BY — PRE-MRNUFRCTURED 03Y OTHERS] -' J"MA,Addmo,PE,Admg IX ft, D IMdiesdm,fN WOOD TRUSS AT I6",192'OR 24"D.C. OR DPT.CATHEDRAL ROOF RAFTER OPRONRL WINDOWS7 - FASTEN 2x-FLAT IN SIDEWRLL TO AS SHOWN ON DRAWING 791 FRSC7A 7/I6°Mui.PD OD D WITH°.131"x 3S MASTER SERIES STRUCTURAL NAILS&1Z`O 2x4 ED SUPPORT ANEL SHEATHING. 1/2"MIN DRYWALL RLL MODELS Sams°HlRTT�G Y R iocA CHs FRRMING DEfRILS 2-ROWS OF 0=5 2-3/8' MUNCY HOMES, INC. SITE INSTALLED BY BUILDER-WHEN OPT.9/12 OR 12/12 TRUSSES OR ALL CATHEDRAL RAFTERS 2-ROWS OF/fig x 7%IEsai°wri "sroEWAlt" 1567 PR ROUTE 442 OTE sl FACTORY INSTALLED-WHEN OPT_9/12 OR 12/12 TRUSSES OR RLL CATHEDRAL RAFTERS x 1-3/4"LEG STRPLES m 2910c MUNCY, PR 17756 TYP. SECTION THRU WINGED GABLE WINGED' GABLTYPTCRL SIDEWRLL-TO-ENOWRLL FRSTENING DETAIL PLAN VIEW DRN 6Y DATE SCALE EOUIVRLENT TO SW CORNER FASTENING FIG R602105 0005 IRC 6 NY) sCRLE:N.T.S. REV. SAT. N0. SCALE: 1'=1'-O" (NOTE (r4) SCALE: 1/2'=1'-0" DATABASE NAME 08\Bb MJL 3-22-91 1 SHOWN 6-01-2016 1 eb DETRIL #1 - PORCH OPT #5 FIELD CONNECTION OF GABLE 4L w PRE-WMFfiCill�D WOOD TRUSS ONES INSIDE LS 0'TO TRUSS STAGGERED BE 24'00 FOR 35 PSF GROND SNOW ZONE lOd NAILS S 0/C STAGGERED m ROWS 16.OC FOR 50 PEF GROUND SNOW ZONE IT OC FOR 70 Pg'GROUND SNOW Gl;U) L P��C5 PROVIDED IN SECT•34 OF APPROVED 192 OC A`D DDOUBLEDOUBLED FOR 3 PSF RR M $W ONE �T fYiF7FR TO RAFTER ACROSS FIELD WORK F�itLo RM BY PSF GROUMI SNOW ZONE RIDGE W/0I SIWMN Lmm BUILDER STRAP W/CSI IDd NAILS EA SIDE TYR GABLE OVERHANG FIELD CONNECTION OF CABLE OH SEE 5747 7L DETAIL 03 INSIDE RAKE TO TRUSS SMALL BE 10d NAILS 6.0/C STAGGERED W ROWS DORMER FRAME 2x5 5PF.7141 OR ED a 16.O.C. SS MAX I5EE SPAN CHART BEL Va 02.6 RAFTERS SPAWNS W HORFZ 5HRLL RECEIVE A IS L4.OR I6'OR 23 L4' 24'TTP. RIDGE 2.6 CDLLRR TIE FASTENED W/O)0131+3•NAES/ETU. 7/16.SHEATHING TO FFlCE 23-L4• 24•EYP. BERM PRE-MRNUFFETURED WOOD TRUSS OF FELST TRUSS SITE ERECTED OCRMER.SEE SHY 6b.DETAIL e1 24.OC FOR 35 Pg GROUND SNOW ZONE I6'DC FOR 70 PSF GROUND SNOW ZONE 19 DC FOR 70 UB D F13R SNOW ZONE IST OC APD OU Ln Fn OR 87 SF ROUND SNOW ZONE Zx4 2s4 >E OC AMD DOUBLED FOR 1[D PSF GROUND SNOW ZONE gg FIELD INSTALLED BY SUH XR OOR EO Yl RAF'fFR 12 PRE-MRNluFR (BY OTFf•RS)�WOOD 7RUSSES 192 OR 24•040.6 TRIM 10 3/4'FROM ENDS OF S.7 OR TRUSS RDESIGNPMAIL DRAWINGS TRUSSES WFCTORTI 12 • II II HERDER TO BERM POQ0=16dC0Tt8ECTION BRE dt 77 IFACTORT INSTALLED) u HgmERs EXTERIOR LOAOBEARDNG WALL 5/B•SHIM MATERIAL SITE INSTALLED OI COLUMN STUD PER EACH FEgOFA 1H�S 5�INSTmTED SUPPORT POCKET LOAD COLUMN BY BUILDER MUST ENS LZ9c4•DEEP GSL SpAN�j tj MEMBER �w�� BE FELE TO WITHSTAND ROIRL LORD OF 43M LB 7 (3)2x6 5FF 412 999 1516 FRONT VTFW 35 f�21 SIV'S0.V B (2)SS'LVL 2DE 1140 173Z BERM.� fOHt�tr.FDER 7 b)2x8 SPF rZ 897 2272 50 0/142 FV'!1 8 I2)SS LVL.ZOE 956 2596 BEAM ANCHOR TRUSS TO Him 7 C3)ZxID SPF-2 7D7 3028 60 8 (2)SS LVL TAE BOB 3460 SME VIEW 6 83 01 2x10 SPF-Z' 43094 OPT. EXTENDED ROOF DORMER - SITE ERECTED s0 6 CM 725•LVL 20E 644 9192 � ox/u ,yC SCALE 2/41-1W NOTE rD - •440` P,ST M r NO]II EXTENDED DORMER TO BE SHIPPED LOOSE FOR ON-SITE VaTALLfrMN BY BUILDER. R2 C EMENDED DORMER CONSISTS OF TRUSSES,(2)GABLE OVER04GS. 12)ROOF VALLEY PANELS.ROOF SHEATHING.LPDl9a.AYMENr.SHINGLES 6 0 1x6 FASCIA BOARDS.SOFFIT 6 FASCIA MATERIAL 6 BIDING DETRIL #2 - PORCH OPT #3 RAFTER CONNECTIONS.DETRIL #3 - PORCH OPT #4 }y 076. 1�� KNEEWRI.TD TRUSS '•+f.STIA RAFTER TO TRUSS AT 2x4 HAILERS: ]6d TOEFIELD WORK FIELD WORK CD �JNL EACH CONNECTION BY BUIIDF1t 2x6 SPF r2/-i RF4TER 24'OC FOR 35-M PSF GROUND SNOW ZONE SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL 72.OC FOR 97 PSF GROUND MOW ZONE 2x4 SPF STUD GRADE G2 EMM INSTALLED ON-SrM BY BUILDER a IS'OR 24.OC INSTALLED ON SITE BY BUILDER SAID'LOOSE ROOF PANELS 24 REWIRED FOR 24 FITTR]•EO TO=55 APPROX.Bt0'LENGTHS 90 PSF GROUND SNOW LORD - 213 FRAME FOR SOFFIT SUPPOINSTALLED 2x3 FRAME FOR SOFFIT 24 A TAC D OOIIJU-E 2X4 RIDGE BOARD ONFSLTE BT BUaDER ID To SUPPORT W LL ON-SITE BT BUDDER 2.4.OPTIMAL DORMER ®1 OR Zr4•DC 2x8 SPF 412/-1 PORCH RMS FIE3-D CONNECTION OF PJM ' 2x4 UD ATTACHED 2'S SPF e2/el RF*ZFR ST - NAILS DI RECTro •• TO TRUSS 164Or FOR SS PSF GROUND SNOW ZONE'OC FOR SD/GD PSF GROLM SNOW ZONE e__-�_`_____�~ -- ' O--Oj-------��----_--�� - 1x6 FASCIA PRE-MANUFACTURED WOOD TRUSS INNSTALLE12'OC EDD OW90 SITTE SF BYB�UILD SNOW 7at�c p u� )I ' Al s NOM OR 2+' oc-SEE D ;;i NULFLA �� 6Ecuwx+L w.i Wa/z•as OR 2x4 FLAT IL'------- i MiCAOJAMI HEADERS TRUSS DESIGN DRAWINGS Sia LOOSE i�Pp�g x --------", FACTORY INSIIH.LED W/WJ 16d NAILS/STM INSTALLED ON SITE APPROX.S•0' 0 tt �-----� 2.6 SPF e2h1 LEDGER STREP - BY BUIL0.1 DER x pf FACTORY INSTALLED W/ 31:3'NAILS TO HERDER RAFTER - A 0'ac STAGGERED SUPPORT COLUMNS-B-0'FOR SS PEF GROUND SNOW ZONE. 1x6 FASCIA PER RAFTER TQ OC MAX.FOR 50/60 FSF GROUND SNOW ZONE FIRST FLOOR 6-D'FOR 90 PSF GROUND SNOW ZONE,SUPPLIED AND FIELD f9 2x6 SPF e2h1-FOR 35 PSF GROUND SNOW ZONE L t INSTR LED BY BUDDER.COLUMN MUST 13E ABLE TO WITHSTAND QI 2x8 SPF x21411 FOR 59/EI)P5F GRIXPD SNOW ZONE F L CON14ECT RAFTER DFPAe1AENTOFSTATE RXDL LOAD OF 2276 LB FU T 1208 LB. f21 2x10 SPF r2/■L FOR 80 PSF GROUND SNOW ZONE T5 WITH 2x6 NRI ERS BETWEEN RAFTERS DMWN0FS1A1"8TAN)MDSAND000E9 FTEAOERS INSTALLED tri SITE BY BUILDER MPSON LAt61Df(.NY1ml-ml PER YIbrPofAMA. fensy*.%N.ddarC..P..d 4 or 5/12 PORCH ROOF OPTION - SITE ERECTED L SUPPORT COLUMNS SUPPLIED AMD M1387 2016.461 10/04/2016 SCALE 1/Zm110• FIELD INSTATED BY BUILDER.COLUMN MUST BE AM V TO WITHSTAND A MAX AXIAL UPLIF-T LGM OF M4.LBS. Hav[.dnehHn ApTis fm Ns D�e(ANpad MAX R)FL GRAVITT COLUMN LORDS ARE AS FOLLOWST-h'MAX SPAN GROUND fnicETre I:ajpf�AarybD®uupaefaCeTnfErlta.baued -9'MAX SPAN GROUND SHOW 50 PSF v 102 LES �+ 7' niremadd� aa>b6d� �fel• 7-3•MAX SPAN=GROUND SNOW 50 PSF 2734 LBS 776�m!lz11a1dnPrr:l8e�e6m n�a¢LD7trdndagmm an m6wCe11pme1�oemR Nd,rtNrA eml trWaiNh{nIObFAb��O7ci SEE SM FOR COMPONENTS T-0'MAX SPAN n GROUND SNOW 80 P5F=3948 LBB /�y��/� AND HIDA COMECTIONS JdgRAd4a0.PEAda7Da�lar 0 AndtzdgM TWO STORY PORCH ROOF OPTION - SITE SCALE.„r-1,.0. „ROTE,D MRSTER SERIES j1 RLL MODELS FRAMING DETAILS I i MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 7/12 PORCH ROOF OPTION - SITE ERECTED DRN BY DATE I SCALE I REV. HT. N0. SCALE 1/2=1'-D• NOTE eDDRM 1-13-98 LLHOWN 6-01-2016 8d � OR OTF 6 aNiIME OYES �• L MOISTURE RESISTANT FIRE RATED EXTERIOR GYPSUM SHALL BE L15ED ON EXTERIOR SIDE(WHERE RPPLICABLE3 1 HOUR FLOOR/CEILING ASSEMBLY: Z, DOOR FROM A GARAGE 5HRLL NOT OPEN INTO A L539 OR L540 - RATED SHEATHING RPPLID AT RIGHT TED SHEATHING APPLIED AT RIGHT SLEEPING SPACE SEE DRAWING 9-FOR DETAILS ANGLES T);1 JOISTS OR TRUSSES. E5 TO JOISTS DR TRUSSES. 3 MRNUFICTIIRER SFiPo1 DETERMINE FROM THE OWNER 6 FOR WOOD FRAMING,THE CEILING FO 00 FRAMING,THE CEILING SITE BUILDER.LOCATION OF GRRRGE 6 BUILD FACTORY MATERIAL PROVIDES TIE ONE HOUR FIRE MR PROVIDES THE ONE HOUR FIRE PORTION OF ASSEMBLIES IR SMALL ANCE PROTECTION OTECTION 4. FIREPLACE COMBUSTION FlD2 SHALL NOT BE DRAWN FROM GRRRGE 6 CLERNOUT SHRILL NOT BE IN GFRRGE. S. SEE DRAWING S.FOR NOTES AND R55EMBLT DETAILS. S. SCREWS MAY BE SUBSTITUTED FOR PRESCRIBED NAILS, ONE FOR ONE,WHEN THE HERD DIMENSION.LENGTH, OF THE SCREWS ARE EQUAL TO OR LARGER THAN THE INSULATION INSULATION MAY NAILS USED IN THE TESTED RSSEMBLIES. IN IN IN INSTILLED. SPACING OF FASTENINGS SHRLL BE SAME OR LESS. 13E7. USES WALL SYSTEM TESTED FROM INTERIOR FRCE ONLY. 8. 1/F GYPSUM USED ON WALLS AS FIRE-SEPRRATION B/W GARAGE AND DWELLING(DETAILED IN DRAWINGS BELOW I HOUR WAIL ASSEMBLY U3 1E)BE BAYER 6 FASTENED WITH 1-1/4"TYPE W or SEE FASTENING REOUD2EMINT5 5 W000 SCREWS IT 12°oc.ON EDGE ANO F1IID. 9. 5/e"GYPSUM USED ON WALLS AND OR CEBINGS AS FIRE SEPARATION B/W(,TIRRGE AND DWELLING(AS DETAILED 2 LAYERS X GYPSUM WA 2 5/B"TYPE X GYPSUM WFLLBO IN DRAWINGS BELOW TO BE 1-LRYER FSTNO WITH 1-5/8° ALTERNITE 1 HOUR TYPE W or S WOOD SCREWS®6:o.c ON EDGE AND FIELD FLOOR/CEaJNG RSSEMEDY: 04LE5S OTHERWISE NOTED IN FIR&ASSEMBLY SELOWL �R - BASED ON FC540fi RUSSES OR W000 JOISTS®24"OG MAX. O TRUSSES OR WOOD JOISTS®24"O.C.MAX. 10. "OTTER STATES'AS NOTED IN DETAILS BELOW IS APPLICABLE TO CT,DE,MO.ME,Ni,PR,RL VR, SHEATHING VT,WV 6 W. 5/8"TYPE x GYPSUM BOARD G o C260 - 1 OU 00 /CEILI G R MB G F No. C5 06 - HOUR F 00 /C LNG S BL 12. DOOR2M2/5 IRC-SELF CLOSING DEVICE GARAGEREQUIR. ON EXTERIOR SIDING DOOR BETWEEN-CL DWELLING LR•IIT FA GRRRGE N NLY A LISTED THROUGH-PENETRATION FIRESTOP SYSTEM CAN PENETRATE THIS FIRE RATED R Y. 12.2015 IRC-CLG GYP DJ GRHEGE LING SP EA N Y R LISTED THROUGH-PENETRRTION FIRESTOP SYSTEM CAN PENETRATE THtIS FIRE RATED R5 Y. 11 DDENEW CASTLE COUP-FCS 05 R TED�CLG•QVE' WALLS SUPPORTING RATED CLG CLAD WITH 0 LAYERS _ - S/8"TYPE'7P GYP ON GRRRGE SIDE OF WALL PERIMETER JOIST FASTENING REQUIREMENTS I-U356-LOAD BEARING-SEE NOTE s1(X - OB RI TFRNRTE TO GRRRGE GIG. GYP: INTERIOR SIDE ONE LAYER 5/8"-TYPE X GTP.B0.OR RE AN TF TO TO IPP CLQ. GYP. R/CEILING SEPARATION NOTE•13 WATER ARR PARALLEL To RESISTANT SACKS SSO.OR VENEER CO�TFJ1��5 TO THE CEILING,A CLOSE-DEF WALL NJ. <FC5JZ/1-HOUR-RATED 1 7/5°LONG,DORIS"DIA.5YR K,INV HEADS,7"O.C. MAY BE BUILT IN THE RTTIC CLOSE-RV CL.FlO FLR/G ASSEMBLY WALL BOARD JOINTS COVERED WITH TAPE AND JOINT ON THE GRRRGE SIDE W1THD -OTHER 5/8"TYPE"Xe GYP. COMPOUND.NAIL HERDS COVERED WITH JOINT COMPOUND C -CT,5/8"TYPE°x"GYP. EXTERIOR SIDE:7/16"THICK,48"WIDE RATED SHEATHING, OUR O O D G D SS Y -OTHER STATES 6 NJ:L/2°GYP(MIN) WALL SEPRRRTION: SPACE �EENSIOON OF SHHEE0TTDOR F°55,RCEE GRAIN OFDPLWYWOOTH D NG NON-HRBLTRBLE -NJ:GR FILE-WPBSGS UR- PARALLEL OR PERPENDICULAR TO STUDS.HORIZONTAL t LL JOINTS BRCKFD WITH NOM.2x4 WOOD BLOCKING.ATTACHED SPACE .tl -CT°5/ PE°X°GYP TO STUDS ON EXT.SIDE OF WRLL WITH 6d COATED BOX OTHER STA TY 112'GYP(mIA NRILS SPACED 6°OC.PERIMETER RNO 12'O.C.FRELO. TRPLES HRVING EOURL OR GREATER WLTHDRRWRL AND WALL 6 CEILING SEPARATIONS - N°WINDOWS IN WALL NO WINDOWS IN WALL LATERAL RESISTANCE STRENGTH MAY SE SUBSTITUTED FOR B/W GRRRGE 6 DWELLING LORD-gEpRIIdG WALLS: B/W GRRRGE 6 DWELLING THE 6d CORTEO BOX NAILS(EXTERIOR SHEATHING ONLYL CT:5/8"TYPE"X°GYP EXTERIOR SIDINGS SHALL BE INSTALLED IN ACCORORNCE -OTHER STATES 6 NJ:1/2°GYP(MIN) -NJ:GR FILE-U355 1-HOUR WITH THE MANUFACTURER'S INSTRLLKTION INSTRUCTIONS. 'DWELLING" RATED WALL ASSEMB °GRRRGE" °OWFI I ING° B-WP8105-LARD BEARING. "GRRR� -Cr.5/8"TYPE"X°G INTERIOR SIDE ONE LATER 5/8"TYPE X GYP B0.OR -OTHER STRTES:1/2" frtdnl WRIER RESISTRNT BACKER BORRO OR VENEER BASE APPLIED PRRALLE7_WITH OR AT RIGHT ANGLES TO 2x4 WOOD 571!05, 1 HOUR FL CEDING ASSEMBLY: NOTE-13 24°O.C.WITH 6d COATED NAILS 1 7/8"LONG.ODSLS L539 OR L54 SHRMG L4"HEADS,T'0 C. SEE DRAWING R DETAILS ONE-STORY WITH ONE-STORY WITH EXTERIOR SIDE:ONE LRYER-5/8°TYPE X GYPSUM "NON-HRBITRBLE" SPRCE OVER GRRRGE "HRBITRBLE" SPRCE OVER GRRRGE SHEATHING.4B'WIDE,APPLIED PARALLEL TO STUDS WITH GALV.ROOFING NAILS°1 3/4"LONG. (TTP. 9/12 OR LESS ROOF PITCH ON GRRRGE) CFTP. 12/12 ROOF PITCH ON GRRRGE) 7"pc.IN FIELD,4"OC,PEIMETER. JOINTS OF GYPSUM 5 ERTHING MRY BE LEFT UNTREATED. WRLLBORRO AND 5EERTKNG NRIILED TO TOP RNIB BOTTOM • PLATES RT T'0C. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. RL 1 HOUR FLOOR/CEILING ASSEMBLY: °BASE LAYER S/B"TYPE X GYPSUM WRLLBORRO APPLIED N FC5406 AT RIGHT ANGLES TO WOOD JOISTS 24"O.C.WITH 5/8"TYPE X GYPSUM WRLL13ORRO TYPE S DRYWALL SCREWS 24°OC. FRCS LAYER OVER 2x4 STUDS a 24"O C 5/8"TYPE X GYPSUM WALLBOARD OR VENEER BRSE APPLIED EFFECTIVELY FIRESTOPPEOTO AT RIGHT ANGLES TO JOISTS THROUGH BR5E LAYER WITH 1 HOUR WALL ASSEMBLY U341 RS AN RL TO APPLYING GYP.TO• THE CEILING, SECOND FLOOR WILL _ 1 7/e"TYPE S DRYWALL SCE LA ER JOINTS TS JOINTS AND FLAOR/C 5EIIFPRTION(NOTE s17J; 3NTERMEDIATE JOISTS. FACE LAYER JOINTS OFFSET 24° MRY BE CLAD ON GRRRGE SIDE WITH: -NJI GR FILE-FC54G FILE L539 or L540 FROM EASE LAYER JOINTS.1 1/2"TYPE G DRYWALL SCREWS B"TYPE"X"GYP. tl 1-HOUR-RRTED FLR/CLG B:Y(SEE OWGs9s1 JO CED�S 'BOC.CK°NEITHER SIDE OF EG PROVIDES ONE°EHOLATER FIRE -OTHER STATES 6 GYP(MIIB -OTHER STATES. TYPE°X"GYP. HREIITIBLE RESISTANCE PROTECTION FOR WOOD FRAMING,INCLUDING SPACE TRUSSES. WALL SEPRRATIIX•S D-RC 2601 N ABLE -NJ:GFIFILE•WPSIO5 1-HOU BASE LRYER 5/9"TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD JOISTS 24"O.C.WITH SPA tl -C1'�5/6�'T1.PE°X°G WALL T TYPE 5 DRYWALL SCREWS 24"O.G FACE LAYER -OTHERS Irl TY`1/2"GYP fminl S/8"TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED AT TIGHT ANGLES TO JOISTS THROUGH BASE LATER WITH WALL 6 CEDLING SEPARATION NO WINDOWS IN WALL NO WINDOWS IN WILL 1 7/8"TYPE S DRYWALL SCREWS I-O.C.AT JOINTS RNID -CT:5/8°TYPE'7(°GYP. B/W GRRRGE 6 DWELLING LORD-BERRING WALLS B/W GRRRGE 6 DWELLING FROM E JOISTS JOINTS,ACE LATER 1/2"TYPE NTS OFFSET SE 2524" -OTHER CREWS STATES d:NJ 1/2"GYP(MIN) -NJI GR FILES U355 1- PLACED 2"BACK ON EITHER SIDE OF FACE LAYER END "DWE I TNG° RFlTED WALL T 'GARAGE, „DWE I TMG° JOINTS,12'O.C. CEILING PROVIDES ONE HOUR FIRE GYP. RESISTANCE PROTECTION FOR WOOD FRAMING,INCLUDING FLOOR � -OTHER STR GYP(00 TRUSSES. E-U341-LORD BERRINM ONE LAYER OF 5/8"TYPE X GYPSUM WALLBOARD APPLIED TWO-STORY WITH N0�•13 TWO-STORY WITH z1oc.MAXWWITH EdTCEM�ENT�COA�TEDTNFM S,i°7/9' "HRBITRBLF" SPRCF OVER GRRRGE LONG,00915"SHANK DIRL APED 1/4"DIRL HERO,T D.C. PERIMETER AND FIELD.AS AN RLTERNRTE.No.6 BUGLE (TYP. 9/12 OR LESS ROOF PITCH ON GRRR CTYP. 12/12 ROOF PITCH ON GARRGEI HEAD DRYWALL SCREWS,1 71W LONG MAY BE SUBSTITUTED. IOUDNLLBSC�WITH�AND UR RDBE ING R TED ASSEMBLY JOINT COMPOUND.NAIL SHALL 13E COVWITH JOINT COMPOUND 3 1/2°MRY.THICKNESS OF GLASS OR MD49ZRL FIBER BATT INSULATION IS OPTIONAL. CROSS BRACING REOUIRE0 AT MID-HEIGHT DEPARTMENrOFSTATE ROVRL DMSION OFBUILDING STANDARDSAND OODEB ALBANY,NY 17771-0ODi ' Skimp of Appmnlf•n Syclam,tledel or Cempe•ect FLOGR/cm ndc wpTE-121 M1387 2016-061 10/04/2016 NJ:GR FILE-FC5406 or UL FILL= N GEThm xalc Na a*t—ApprDthmNo. Ocbcf..hApp-d 1-HOUR-RATED FLR/CLG RSSEMBLY LSEE DWG- "SECOND FLOOR' NOTE-13mlN�� �mffim1e�Naa+nsnm�u� -OTHER STRTTES.5/8°TYPE"X"GYP. Ttb eppads-tratreSrelAemeMewetmolepuciml•faearimbm,omc mominim6wn dmgplm<I daexo« AD Cha r3Sed padlmutf e/nlmvM far I�mA N Ne h®I Com Ftk-zneN OSidaL • r! - LORD-BERrItNG MARRIAGE WILLS. �,!.CtL Ey Ad1-41 0 (Andre-doAM NOTE s13 LORD-BEARING WALLS: -NJ GR FILE*WP3510 or UL FILE U34.1 JabojLAdd..,MAchrg Duedar 1-HOUR-RATED FLR/G ASSEMBLY �+q -N.J:GR FILE•U356 1-HOUR -CT:S/8"TYPE"r GYP. STF�� CTS 55/TSEDnw•PPoE w GS�B T „GARAGE„ °GAGE. -OTHER STATES 1/2"GYP(Idnl MASTER SERIES OTHER STATES.1/2°GYP Y_ GRRRGE FIRE RRTED RSSEMBLIES COMBUSTIBLE FLOOR CM.] MUNCY HOMES. INC. TWO-STORY WITH •NT RR GARAGE ,0Ty3� 1567 PR ROUTE 442 �IESTA'�r MUNCY. PR 17756 DRN BY I ORTE SCRLE I REV. ISHT. NO. DATABASE NAME REH 6-01-2016 1 NTS I 9c-2 09\9c� a t' NOTES L HVAC DUCT SYSTEMS SMALL BE LOCATED IN R FLOOR CAPE Kc WALL FLEXIBLE INSULATED DDGT TRUSS SYSTEM FOR RW2CN jP MM CPPE TYPE HOMES, SECURED TO ELBOW WITH TIE-STRAP ALL HRYEWALD AFD UJSTRLLRT70N BELOW FLOOR RRI3I BY FIELD CQYTRACTOR. LAKEUM FLOPIDA.WAY LOSS CALCULATIONS LIEGMISRT- F2. HVAC SYSTEMS SHALL BE INSTILLED IN ACCORDANCE 159 CFM 90•BDDr a 72 CFM 78 CFM5 SITE 1NSTRLLEO� WITH THE DESIGN OF LnSele AIR SYSTEMS,OF b� CAPE TRU55 PROVIDED WITH DESIGN LnSle AIR SYSTEMSCFM5'g HVAC DESIGN TO BE IN ACCORDANCE WITH IRC SECTION 62442.,=== LLRRFlJfU1RCE IN 2009-15 IRC-EQUIPMENT SIZED PER RCCA MANUAL S� B CFM `FIFJC IN SED ON BUILDING WITH LAS CALCULATED OR OTHER EPO CAP FACTORY CAP DUCT LTYPI ,7 1 ( STACK BOOT APPROVED HERTING RM COOLING CALCLLRTION METHODS. INSTALLED �18�•''O rI F RY RRE 1530 R ELBOW BOOT,J GALV. II II A� 330 GR GRL.V. 3 MATEGID SFA F EIfTLL�LiC DUCT MATERIALS ARE CLASS L STACK CONNECTOR STACK CONNECTOR STACK CONNECTOR UL LISTED,WITH FITTINGS AND CONVECTORS TO BE USED WITH SUCH MATERIALS.FLEXIBLE AIR DUCTS SITE INSTALLED -- AND FLEXIBLE ATR CONNECTORS SHALL BE TESTED �ROSSOVER __ IN RCCORDANCE WITH UL 18L SITE INSTFLLED C � 0" B-AIR DUCT CLOSURE METHODS SHALL CONFORM TO SITE TILLED UL 101A OR OTHER CLOSURE SYSTEMS. C-PLF?AR15,MIXERS,REGISTER BOXES AND OTHER JUNCTION FrrnM-S ARE CONSTRUCTED OF FOIL COVERED FO FIBER GLASS BOARD,LL LISTEI)-CLASS 1 DUCT. ' B-METAL.COMPONENTS.REGISTER BOOTS, START KVZF RRM DMD INmsTHICGALANIZED STDM nn E-TIE STRAPS PLASTIC OR NTLQN SHALL BE A MIN, 175 TENSION STRENGTH,TYPE ON€,CLASS TWO. F-MECHANICAL FASTENERS FOR USE WITH F E)CB F. END CRP FACTORY SIAM CONVECTOR FID C NONMETALLIC AIR CULTS SHALL COMPLY WITH LFT'TILED STACK CONNECTORA FACTO INSTALLED UL 1818 AND SHALL BE MARKED 1838-C. -- G-2MZ-IS IRC-DUCT DESIGN,FABRICATION 6 JOINfS/ 17 CFM —:i SSd85,3P ii 4 ALL JOINTS IN THE OLCT SYSTEM SHALL BE MADE AIR TIGHT. ST C TYFI a ILI. B HORIZONTAL TRUNK LINE WILL BE SUPPORTED RT 1'3iCM.JOINT OR 48•MAXSb fil'PJ G. REGISTERS-GRILLES AAD DIFFUSERS SHILL BE 90'BODY Bta INSTALLED B SHALL HAVER MANUFACTURERS VOL ADJUSTMENTDISTRUCTIONS FlND ppppb� fTP) 84 CFM 7 METAL DUCTS AND PLENUMS PASSING THROUGH OR 133 CFM G15TEPN 351 CFM LOCATED WITHIN COMBUSTIBLE CONSTRUCTION SHALL BE WALL STACK SEPARATED BY R CLEARANCE OF AT LEAST 1/2"OR SO GA.GFLV. BY HON-COMBUSTIBLE MATERIA.AT LEAST 1/4•TH= B 8 WHEN R FURNACE 15 RY R45TP-LM IN THE UNIT, IT WILL BE INSTALLED OVER THE TRUNK LINE A STACK TYPICAL SINGLE STORY HVRC DUCT SYSTEM CONNECTOR WILL BE USED TO MAKE THE CONFECTION. FURNACE ITN)EQUIPMENT SHALL BE INSTALLED IN 5CRLE7 114"-r-91 INSTRUCTIONSF° MMMAANUFM ACTURE MRNUKILLS INSTALLATION ALA L FIRST RY INSTILLED EOPMENT SHALL BE PROVIDED.R SWITCH JOISTS PRE SPREAD FOR RE MAIN DUCT FLOOR JOIST LII OIST SHALL BE PROVIDED TO STOP THE OPERATION OF CENTRAL FAV EOJIPMENT AFD SHALL BE IDENTIFIED AND IN R READILY ACCESSIBLE LOCATION OUTSIDE THE TO CROSSOVER DUCT CONNECTION - FURNACE ROOHL FURNACE IS YORK INTERNATIONAL,U'-AG THE STACK CONNECTOR -- DIRECT VENT TYPE.MODEL DGAOSOCD-AFUE=93D OR AN EOUIVTLENT.SEE SPECIFICATIONS MANUAL FOR CEI2TIFICRTE OF COMPLIANCE AMT MAMJFRCN)RERS FLEXIBLE c IINSTLRTID DUCT INSTALLATION INSTRU-TION`. IC 16' 16` 241 MAX. B• 36• SECURED TO F113DW WITH TIE-STRAPI r�STACK BDOT R. HITS FIRM FSI FURNACES SHALL COMPLY WITH R2ZL47. 30 GR.GALV. 14 OIL FIRED FURNACES SHALL COMPLY WITH UL 727. IL FOR GENERAL NDTES AFD SCFEM ES,SEE SHY 3b. FLOOR SHEATHING 15 5/8• 12- R LEVEL MX BO'WORKING SPACE$FALL BE STURD-I-FLOOR,RATED 20.0/C. PROVIDED IN FRONT OF THE CONTROL SIDE WERE ED,FLOW DUCTS ARE TYPICAL CAPE WALL STACK CA THS MD�DAL L�rEM. ALLOWABLE FLOOR JOISTS TIRE z4.0/C. 13 CATEGORY O BE EOLFSAG IIWITH AN AUXILIARY R2E • RLLOWRBLE DESIGN LORD IS 9I PSE. DRAIN PATO BE EQUIPPED LID!AN ILS SEE APR 7ECFPIICRL NOTE 0225& HEAT DRAT!PRN HELVES THE STOPPAGE WILL SHUT T SCALE: 1 1/2"1'-0" CDOWNONDENSATE DRAINAGE OF TTSS�GE IN THE 14.AIR REMOVED BY EVERY MECH:I IICRL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS AIR SHALL NOT BE DNAUSTED INTO AN ATTIC, SOFFIT,RIDGE VENT OR CRAWL 5PACE. IS. SEE SHY S.FOR HNRC AND ENERGT CRITERIRI TYPICAL FLOOR JOISTS OR TRLFSES SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL SPREAD FLOOR 1 07STS FOR HEAT DUCT WHEN JOISTS ARE 16 O/C1WALL AIRRROM RE7Ul?G REGISTERS SCRLE: 1/2"= V-Ul DBAf01ERTOFSTATE 1SNeANOFICILO OSTMDMOIANDCOXES AISMY,NTimml ESSEgpgRp 6LmpefADD�onlfon lyllery8addot Compnnlel TRANSITIONGRL COLLAR DIFFUSER M136T 2016-061 10/04/2016 RIGID TO SUPPORT ORT AT DUCT STRAPPED 90 GR GFLV.WITH BUTT CONVECTED WITH SHF-LRP TIE-STRAP TO FLEX DUCT Nkd bw*m"dL—mRavI dr.1 I a mum 49'OC MAKIAi10ETtrRT h Pypialmfh OetidAppad "bF SITE CONNECTION AND TAPE lNraDertteFeloTeacfaET. rtgtre'ttaq mma aa,om�lmriapmdmo,mn 1 I _- A1de�d m.lp/nkndfagpail4DwmludeFi{amv.l OCtid d4 P�Adng Wstr AMadIS RA SECURED nNSELBO v DUCWITH -Z FLE)®LE INSULATED DUCT ��-STRAIGHT BOOr MASTER SERIES F'LEIBL.E sF-CIJREO TO ELBOW WITH TIE-STRAP SECURED WITH TIE-STRAP _-- 30 GA GA-V. 9!29/16 RIGID INslIATED DOLT STRAPPED STACK IrruATFD DUCT REGISTER ELBOHT BOOT, -02riL RLL RANCH AND CAPE MODELS TO BTL CONNECTEDPPORT AT WITH Std CONNECTOR 30 GTLY Qtr BY E`' TYPICAL HVRC DUCT SYSTEM AFD TAPE MUNCY HOMES, INC. DETAIL "R-R" DETAIL T-B" DETAIL "C-C" _ .° a MUNCYRPAD 1�6 42 SCALE 11/2"=NY' SCRLL. 1 1/2-�rq° SCRLE 1 1/2'=1'-0^ DRN BY DATE SCALE REV. 'HT N0. DAT1HBKS 0E NAME \306 JRK 4-1-97 SHOWN 5-01-2016 10b ROOM SCHEDULE MATERIALS SYMBOL SCHEDULE ROOM # ROOM NAME FLOOR EARTH/ COMPACT FILL BASEMENT x� �>3�awe U° POROUS FILL/ GRAVEL � � . (MAIN FLOOR) CONCRETE BLOCK 10 FRONT PORCH MAN (1 ST) . -• . CAST-IN PLACE CONCRETE PRE-CAST CONCRETE OD FRAME - ----- - - --- -- - - - - - - - - - - CONSTRUCTION-(Small Scale) e MEMEN/A wo DRAWING SYMBOL SCHEDULE - - - STONE WALLS - - - - - BUILDING SECTION, WOOD FRAME - - - — -- - - _ - - - - --_ - - -- - - A19 REFERENCE DRAWING NUMBER CONSTRUCTION-(Large N Large Scale) RIGID FOAM INSULATION �` — --- r--- -�-- _ —__ WALL SECTION or ELEVATION - ---- T L _ REFERENCE DRAWING NUMBER FIBERGLASS BATT INSULATION = r -7- I - _ 16 DETAIL REFERENCE _ Y DRAWING NUMBER EXTERIOR INSULATION AND — I 7-r _-_- - — 1- ----- ----- -- - FINISH SYSTEM OWL YHALL ROOM NAME- NUMBER - EXTERIOR CEMENT STUCCO SYSTEM 1-1T WINDOW TYPE WOOD- FRAMING, ROUGH I�1 LUMBER EXTERIOR DOOR TYPE REVISED: WOOD- BLOCKING E S I E N C E 2 4 X 7000INTERIOR DOOR TYPE WOOD- FINISH ( FOUNDATION DESIGN + ACCESSORY ADDITIONS ) LEVEL LINE CONTROL POINT OR DATUM PLYWOOD-(Large Scale) - E 205 LONGVIEW LANE SOUTHOLD NY, 11971 2 LEGEND ',' _ SCALE: N.T.S. CLIMATE AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WINDSPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM: WINTER DESIGN TEMP49 SOUTH COUNTRY RD. ICE SHIELD FLOOD HAZARDS WESTHAMPTON BEACH, NY LOAD (PSF) (MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY (F) UNDERLAYOUT REQ'D PHONE: 516-721-9474 EMAIL: CZARNECKIDESIGNS@GMAIL.COM' 20 130 A - 13 SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 13 DEG YES TABLE OF DRAWINGS PROPOSED COVERAGE D.B. BENNETT CONSULTING ENGINEER 3 RAlt ROAD Acl Nn•P.O.Box 1442•FMT HANITON•NY•11937 -FEIEPH(1NE:631-907-0023•caror.nRR-rE.(o�i STUD 3 RAILROAD AVENUE, FLOOR 2 GENERAL UTILITY INFORMATION FRONT MCH: 160 SFSTUD P.O. BOX 1442 ........ L EAST HAMPTON, NY 11937 TEL 631-907-0023 A-1 .0 GENERAL INFO. N.T.S. DOUBLETOPPLATE SILL PLA STUD EMAIL: DREW@DBB-PE.COM B FLOOR PLANS Y r, RAFTER o .� 0 o STUD LBP 112(2x2 WASHER) MAS B B� A-2.0 FOUNDATION + PORCH DECK PLAN 114" = 1'-0" DOUBLE TOP PLATE ° ° WO(2) TOTAL : 160 SF I) o °° MAS ELEVATIONS + SECTION DETAILS I °H0 STUD °° ft00R RAFTERS • PAR MA A-3.0 ELEVATIONS 1/4" = 1'-0" BOTTOM PLAT °o SUB FLOOR o , RESIDENCE A-4.0 SECTION + DETAILS VARIES ° 0 • ° 205 LONGVIEW LANE TYPICAL RAFTER-WALL PLATE STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION TYPICAL SILL PLATE-FOUNDATION CONNECTION SIMPSON STRONG-TIE MODEL NUMBER: H-4 SIMPSON STRONG-TIE MODEL NUMBER: 2 4v LVL RIM JOIST H2.SA ° SIMPSON STRONG-TIE MODEL NUMBER: MAS AND LBP Il2 SOUTHOLD NY, 11971 110 MPH WIND WOOD SPECIES TO BE DOUGLAS HR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR ° 110 MPH WIND WOOD SPECIES TO F DOUGLAS FIR FASTENERS: TO RAFTERS:5-1 Od x 1 1/2" FASTENERS: STUDS 16"o.c. FASTENERS: MAS: LBP 1/2: TO PLATES:5-1 Od x I 1/7' USE 10-8d x 1 1/2"NAILS @ EA.H2.5A o ° LOCATE 3-9"o.c. LOCATE 6-Y'o.c. TO STUDS:NONE ° 0 TO STUDS:6-10d x 11/7' TO SILL:2x2 WASHER ° 0 LTP ° ° ° ° ° GENERAL NOTES' DOUBLE TOP PLATE o ° STUD INFO TOP PLATE 0 0 o° ° SND 0 0 o° I RSP4 ---— --- —- - DOUBLE -- -- - --- - -- -- - - - - TOP PLATE 0 0 h STUDSP4 SILL PLATE 00 - -- ----- - --- - ... --- — -- --- - ------- --- - - - - - - - -- - - - - ---- --- -- STUD SPI � 00 FOUNDATION o 0 1 TYPICAL RAFTER-WALL PLATE STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION TYPICAL FLOOR-FLOOR STRAP CONNECTION TYPICAL STUD-SILL PLATE STRAP CONNECTION SIMPSON STRONG-TIE MODEL NUMBER: H-8 SIMPSON STRONG-TIE MODEL NUMBER: RSP4 SIMPSON STRONG-TIE MODEL NUMBECS20 OR LSTA30 W/LPT4 SIMPSON STRONG-TIE MODEL NUMBER: SP4 0R SP 1 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR FASTENERS: TO RAFTERS:5-10d x 1 1/7' FASTENERS: STUDS 16"o.c. FASTENERS: CS20: LSTA30: FASTENERS: SP4: SPI: TO PLATES:5.1 Od x 1 1/7' USE 8-8d x 1 1/7'NAILS STUDS @ 16'o.c. STUDS @ 16"o.c. TO PLATES:NONE TO PLATES:4-10d ---- TO STUDS:NONE TO STUDS:6-IOd x 1 1/7' TO STUDS:6-lOd x 1 I/T TO STUDS:6-10d x 11/2' TO STUDS:6-lOd 3 STRAPPING DETAILS- kA JANUARY 29, 2018 SCALE: N.T.S. 4 4 A3.0 A3' 27'-6" 6-0�" 27-6" 17'-6" 15'-54" 9'-2" 2'-104" — — — — — — — — — — — — -I F - - - - - - - - -� I 20'-31" r-� - --- ---- -- -- -- ---- -- --� -- -- - -- - -- - - -- ---- - --- -� -- -- — -- ----- - -- I 6'-1021 3'-1'4 I , FOOTING CONSTRUCTION: FOUNDATION WALL CONSTRUCTION 16"x 12"DEEP POURED CON CRET I ' I 8 POURED CONCRETE WALL WITH I ;. I FOOTING WITH(3) #6 CONTINUOUS #6 VERTICAL REBAR @ 48"O.C. REBAR TIED TO WALL REBAR AT BUILDING PERIMETER. PROVIDE 3" II OF CONCRETE COVER ON ALL - I I REBAR(TYP.) ISSUED: L _ iLiNDICAT5S'l STORY FRAME 4 DIA. LALLY DWELLING BY OTHERS COLUMN i I F- 17'-6" 24"x24"12" --- - - - - - ------------- ----------- co N DEEP FOOTING I I I 1 I--- -- -- - -------- -- -- - --- - - - I I I I I L—J I I I ----------- I r I s.. I t 4 PROVIDE TYPE "X"FIRE MIN. POURED CONCRETE SLAB a _•, I I * i 'r - -- - - - ., I OVER UNDISTURBED SOIL RESISTANT GYPSUM BOARD CO FINISH ON CEILING 2 6CEUNG JCIST 11 @16.O.C. — - -- PAVERS IN PAVERS IN I - SAND i 1 REVISED: A4.0 I I I I I A4.0 ° I A4.0 A4.0 10'-10" 13'-4" --I I x , It II I 11 @16'0. — I I I II II II I I I — - I 1 I I I I I I I vVV ,f� - I 1 r — I ( I I I �I II I I II Ij _ I ".: I ��I ,3 (, — J. I I 3 I I I I II I ao - ------- --- — -- -------------- 11 r--- C v - - ------ -- ----------------- ' --- -- I X3.0 II 1 --- - - -- N�LA3.0 �- I i I ------- I I ----- ---�P�-- - ------------- I! r I ---------- -- - - --- -------- - - _. II I I z w I I ------ ---------------- -------- = I I. -------------- --- ------ --- -- --- I � I Q I O0 I I ---- ---- _ " - I L-- - - - -- -- -- --- - , — — I II II I D�U.dRISES I co I I I m Q _ co 6'ACH I I I I g I o 6? 6 R - REs 4 IS i .16 RISER 1 » UP S - IV i 1 I 1 , @7 "EACH / I I II II 1 I I I L_J I ' Txe I I I I i I I. I• L— I o 1 - 49 SOUTH COUNTRY RD. I 1 2 6 CEuhG ST r I WESTHAMPTON BEACH, NY o I I "I PHONE: 516-721-9474 1 1 Oa 16'0.C. r 1 EMAIL: CZARNECKIDESIGNS@GMAIL.COM (Ai .0 I I I I I A3.0 µ 1 I I !I -- -- -- - -- --- - - - -- 'INDICATESI STORY FRAME` - V ` -- - - -- - - --- -- - o0 1 DWELLINGSYOTHERS I I 1' f I BENNETTD.B. 1, .I i I I op I o o - ( CONSULTING ENGINEER 1n I 1° I - I ' ' ' I I - - 12'-7- 12 1 �, 1n _ x8 ROOF RATERS �p, i N N RA""oAa AvmiF•P.O.Rax 1442•EAlT HA)1PTa]•NY•11937 1 @16' 1 I TI I EPIN I:631-907 0023•V'WF.aRR-PF.(T1A1 r' r 3 RAILROAD AVENUE, FLOOR 2 -- ---- ----- P.O. BOX 1442 -- --- EAST HAMPTON, NY 11937 1 I I I Lid TEL 631-907-0023 ,. - I /SOLID 6x6 POST I' EMAIL: DREW@DBB-PE.COM i GARAGE SLAB PROVIDE 4"MIN. POURED CONCRETE l 1 I { - 1 SLAB OVER CLEAN SAND AS REQUIRED& COMPACT TO 95%CAPACITY. I I I I o I I I I 01 C I. I i I I = NI 2's" 0 - b o = PAR MA I -- — �� - - - � -- - -- - -- - -- - - � I _ - _ _ - m = z - - i ----- - LL — -- — — RESIDENCE JWO I _ _ _ _ ---- - - _ - - _ _ — — _ _ _ - - _ -- I I I I o A zo O0 I I— UP. = Q0, 0 ( I I U I I 14 RISERS o Q minco z 205 LONGVIEW LANE 0 I I @ 6"EACH I I I n � SOUTHOLD NY, 11971 I I it I 2 N a z O z ( I I I * U p -- ---- — — I— — Zvwiw ( $o 0 C I •�. I I •'�- I PROVIDE 4"DRAIN AT - • FOUNDATION + I I I BOTTOM OF STAIR WELL W��>✓ I I----- - ---- -- -- —I MAIN FLOOR PLAN 6'-Oz 2-4z 9'-0" 2 4z 24'-0.. 3'-7" 3'-8" �p� A3.0 A3.0 �� 2 _42" 2 1 FOUNDATION PLAN 2 MAIN FLOOR PLAN SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1'-0" FEBRUARY 28, 2018 ---------------------- --------------- — T.O.ROOF SITE ELEVATION:+19'-5" -- ---------- ---- - -- - - --- - - --- --- - ROOF CONSTRUCTION: ARCHITECTURAL ASPHALT ROOF SHINGLES 30 YEARS OR BETTER (COLOR TO MATCH MAIN DWELLING)OV/ER 30# FELT PAPER ON - -- - - -- - - - - a - --- -- - - ---- - - - - -- INDICATES 1 STORY PRE-FAB. -- - - --- -- _-- - - - _ - ---- — - - --- PLYWOOD SHEATHING OVER 2x12 RIDGE -- -- AND 2x8 ROOF RAFTER @ 16 O.C. - DWELLING BY OTHERS - -- - - —- --- - - - - - - - --- --- - - - ISSUED -- - - DICATES 1 STORY PRE FAB. - -- --- - ---- - - - -- ---- - DWELLING BY OTHERS - 12 B.O.PORCFN BEAM FRON —� - qV SITE ELEVATION:+8'-10" -- '�-- M M TRIM (FASCIA, RAKES, CORNER v LIE] = - v E:l BOARDS,COLUMNS) PVC OR � — -- -_ -- EQUAL QUALITY I E Ll Li - j:;IIIII T.O.FRONT PORCH REAR DECK li SITE ELEVATION. +1'-8" L�l a .,. .. ..,, -- -------------- ----- -------- -- --- --- SITEELEVATgNnON81/2" -- ------ -- ----- --- ----- ----- ------------ ---- -- -- ----------- -------- - REVISED. - - - -------- -- ---- --------- -- --- - - ------ - - --= -=- --- --- -- --- ----- �-= -:_---- ------ ---= -- -- -------------- ----------------- - --- ---_ A 0-11/2 ---- -- --- - - - -_- -- --- - - ------ -------- -- --- ------- --- ---- -- - - -- � T.O.PORCH DECK FOUNDATION i SITE ELEVATION:+' T.O.GRADE SITE ELEVATION:+0'-0" PROPOSED FRONT PORCH ELEVA110N36"HIGH COMPOSITE PROPOSED RIGHT PORCH GUARD RAIL 2 SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" 49 SOUTH COUNTRY RD. WESTHAMPTON BEACH, NY PHONE: 516-721-9474 EMAIL: CZARNECKIDESIGNS@GMAIL.COM D.B. BENNETT CONSULTING ENGINEER 3 RNIAOAn AWNUF-P.O.Box 1442"EACT HANPIY)S•NY"11937 Itieriiovt':631-907-0023"F .nne-re.aiW 3 RAILROAD AVENUE, FLOOR 2 P.O. BOX 1442 EAST HAMPTON, NY 11937 TEL 631-907-0023 EMAIL: DREW@DBB-PE.COM ------------------------------------------ T.O.ROOF ------ ---- - - - - SITE ELEVATION: +19'-5" PARMA - -- -- -- RESIDENCE -- --- -- ------- - ---- ----- ------- 205 LONGVIEW LANE - ----- --- -- - ----- ---- - - - - _- - - - - - INDICATES 1 STORY PRE FAB. DWELLING BY OTHERS 12 SOUTHOLD NY, 119 71 -- - - - ------------—-- --—-- ----�- ---- B.O.PORCH BEAM(FRONT) ----------------------- _ SITE ELEVATION:+8'-10" -- --------------- -- ------ - -------- --- - - 0 ELEVATIONS INDICATES 1 STORY PRE-FAB. DWELLING BY OTHERS - I - T.O.FRONT PORCH REAR DECK SITEELEVATION: +1'-8- -- 1'-8"-- -- -- --- -------------------------------------------- T.O.FOUNDATION -- --- - - - --- - ---- --- ----- -------- -- ----- --- SITE ELEVATION: +0'-81/2. --- ---- -------- ------------- PORCH/DECK FOUNDATION % -- -- -- ----- --- -- =-------------------------------------------------- ---- _(i��S TEELEVATION.+0'-11/2 =____-- -- ---- -- ----- -- ----------- -- - -- ---- ---- - --- - -- - ------- - ------- ---- - - --- - r T.O.GRADE J my SITE ELEVATION: +0'-0" 3 PROPOSED REAR DECK ELEVATION 4 PROPOSED [EFT PORCHIDECK ELEVATION SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" APRIL 16, 2018 T.O.ROOF SITE ELEVATION: +19'-5" ------------------- 2 ISSUED: r-; A4.0 INDICATES 2 STORY PRE-FAB: DWELLING BY OTHERS r - - - - ROOF CONSTRUCTION: B.O.PORCH BEAM(FRONT) ------------- ----- - ------------ ---- ---- - --- --- -- -- -- -- —I - -- - - --- ----- ARCHITECTURAL ASPHALT ROOF SHINGLES 30-YEAR,-OR-BETTED-(COLOR-TO MATCH SITE ELEVATION:+8'_10" � L — J MAIN DWELLING)OVER 30# FELT PAPER ON PLYWOOD SHEATHING OVER 2 x 12 RIDGE AND 2 x 8 ROOF RAFTER @ 16 O.C. i T.O.FRONT PORCH REAR DECK SITE ELEVATION: +1'-8" T.O.FOUNDATION ----- ------- ------ ---- ---- ------------ -- ----------- — ----- ------ -- �- ----- -------------------- -- --------- -- SITE ELEVATION:+0'-8112' 1 T.O.PORCH I DECK FOUNDATION _ REVISED: SITE ELEVATION:+0'-11/2' T.O.GRADE SITE ELEVATION:+0'-0" - BASEMENT SLAB CONSTRUCTION: - FOOTI�!G CONSTRUCTION: • 4"POURED CONCRETE SLAB WITH 6x6-10/10 P 8"x 16"POURED CONCRETE FOOTING WITH WWM OVER MECHANICALLY COMPACTED (3) #6 CONTINUOUS REBAR TIED TO WALL SOIL-PROVIDE%"PERIMETER EXPANSION REBAR AT BUILDING PERIMETER. PROVIDE 3" . JOINTS W/CONTROL JOINTS AS REQUIRED. OF CONCRETE COVER ON ALL REBAR(TYP.) T.O.CONC.SLAB:BASEMENT SITE ELEVATION:-7'-11112' - -- -- ---- ---- --------- __— -_----------- -- -- -- -- -- -- -- -- -- --- T.O.FOOTING - - - - -- SITE ELEVATION:-8'-3112' - - - ekeEll -�� 1 49 SOUTH COUNTRY RD, S E CTI (DIN A Q WESTHAMPTON BEACH, NY PHONE: 516-721-9474 SCALE: 1/4" = 1 '-0" EMAIL:CZARNECKIDESIGNS@GMAIL.COM D.B. BENNETT CONSUI.TING ENGINEER 3 Ren rtoen Aw..NUE•P.O.&)x 1442"EACT H%.mnoKY"11937 TY'ttniom:631-907-0023•�.nnwrt.coW 3 RAILROAD AVENUE, FLOOR 2 — — — — — — EAST HAMPTON, NY 11937 - - - - - - - - - - - - - - -- - - - - - - - - - - ROOFING: TEL 631-907-0023 I I I I ARCHITECTURAL ASPHALT SHINGLES EMAIL: DREW@DBB-PE.COM I ROOFING UNDERPAYMENT: I TERRACE: 30# FELT I I 2"THICK STONE -- 1/2" PLYWOOD I - -- -------------- ------ it --- - -- ROOF FRAMING: I - Iit 2x8 ROOF RAFTERS @ 16"O.C. I I PAR MA I --- I CEILING FRAMING: I _ I HURRICANE TIE DOWN STRAPPING: RESIDENCE 2 x 6 CEILINGS JOIST @ 16" O.C. I - I SIMSON LTP42 @16 O.C. SILL PLATE: - ALF ROUND GUTTER DOUBLE 2 x 6 ACQ PLATE I I 205 LONGVIEW LANE — — — — — ANCHORED TO FOUNDATION WALL ---------------- ---_I SOUTHOLD NY, 11971 SUPPORTED W/ STRAP I I I I TO ROOF DECK TERMITE SHIELD: TRIM & SOFFIT: COPPER TERMITE SHIELD SEAL ALL 1 x8 PVC SEAMS AID HOLES AROUND L FOUNDATION PERIMITER --------- - -- --__ -=--I 5 2' x 91" LVL BEAM -- --------- - -- -- - --I I --- -- - ------- ----I SECTION + I CEILING FINISH: I I I - I V-GROVE PVC CEILING ANCHOR BOLT: I I DETAILS 5/8"DIA. @ 24"O.C. I da I I 1 -- _ I FOUNDATION WALL: I 8"POURED CON_-RETE WALL WITH #6 I I I I L - - - - - - - - - - - - - - _ - - - - - - - - - - J VERTICAL IREBAR@48"O.C. - - - - - - - _ - - — r 2 DETAIL - WALL SECTION3 DETAIL - WALL SECTIONJL SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = l'-O" A/ APRIL 16, 2018