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Home My WebLink About42461-Z �Q�g�fFOl,fcoGy Town of Southold 10/24/2020 P.O.Box 1179 a 53095 Main Rd �4p� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41559 Date: 10/24/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 50 Millstone Ln Unit 25, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/24/2018 pursuant to which Building Permit No. 42461 dated 3/16/2018 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 with unfinished basement covered porch screened porch and attached two car garage as applied for. (Unit 25) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0079 1/22/2019 ELECTRICAL CERTIFICATE NO. 42461 9/24/2018 PLUMBERS CERTIFICATION DATED 2/26/2020 All fihlk P bing Co r tors Inc. th d ignature o�sonc�-�oTOWN OF SOUTHOLD BUILDING DEPARTMENT Mo z TOWN CLERK'S OFFICE V. 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#: 42461 Date: 3/16/2018 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit 25, B Unit) At premises located at: Millstone Ln Unit 25, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-1-25 Pursuant to application dated 1/24/2018 and approved by the Building Inspector. To expire on 9/15/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,787.60 CO -NEW DWELLING $50.00 Total: $1,837.60 pector Form No.6 TOWN OF SOUTHOLD 'BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 4. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or 19pographip 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,'indusWal 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 ofproperty showing all property li features. nes,streets, building and unusual natural or topographic 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 of0ccupancy-Residential $15.00,Commercial$15.00 Date. z / New Construction: 1,// Old or Pre-existing Building: {check one) Location of Property:, Not No. Street •Hamlet Owner or Owners of Property: l.�-X0 ro' 'Suffolk County'Tax Map No 1000, Section ® Block_ 0 :r Lot--,—�� 1��nJ"�*Ar p. 7 Lot: �J �°'e---- Filed Ma 'Permit No. Date of Permit. • Applicant:_ �,,�� Health Dept. Approval: 4-- W Underwriters Approval:}Tanning Board Approval: Request for: Temporary Proal Certificate: ie one Fee Submitted:$ e Ap 'ca ig atu CONSENT TO INSPECTION the undersigned,do hereby state: I'n � � (es) Y ,Owner(s)Names) That the undertigne�Cs�(are aFVX-e- 'LA, the p emises i e T w of Southold,located at Uk which is§hown and designated on the Suffolk unty Tax Map as'District 1000, Section 10,9.01 Block 01 Lot . That the undersigned(has)(have)filed, or cause to be filed, an application in the Southold Town Build' Inse tor's Office fof he f llowin$,• That the undersigned do(es)hereby give consent to the Building Inspectors of the 'Town of Southold to enter upon the above described property, including any and all 'buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,-do(es)so with the knowledge and understanding'that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances, rules or regulations of the Town of Southold. A Dated: ' nature � � '(PrInt Na (Signature) (Print Name) t pF SOUTH®l Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �o • �o roger.richertCc�town.southold.ny.us lyCouNv,� ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 50 Millstone Ln (unit-25) City- Cutchogue St: New York Zip: 11935 Budding Permit#• 42461 Section. 102.01 Block. 1 Lot* 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Surrey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 41 Ceding Fixtures 15 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 5 Wall Fixtures 6 Smoke Detectors 2 Main Panel 150a A/C Condenser 1 Single Recpt 2 Recessed Fixtures 29 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixtures Time,Clocks Disconnect 150a Switches 32 Twist Lock Exit Fixtures TVSS Other Equipment. 2-combination smoke / co detectors, 2-bath fans, 8-ARC fault circuit breakers, 6-combination GFCI/ARC fault circuit breakers Notes Inspector Signature: Date: September 24 2018 81-Cert Electrical Compliance Form As Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD - t ' MBAR - 42020 CERTIFICATION Dater'�b_� Building Permit N_s--- 'b+"1 Owner: QAV\-\bZ 'bQU OMe t - LL C (Please print) Plumber: •A'0 < �,�� (Please print) 1 certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Pl rn ers Sig re) Sworn to before me this day of 200 ANNA FIORITA , Notary Public,State of New York Reg.No 01FI6368364 oualired in Suffolk County Commission Expires 1�T Notary Public, _5iA County W l BOE SO(/l V / O� yam! coulm,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ' 'INSPECTION I I OUNDATION 1ST ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL __- [-j_FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR S: m �-oljti vw I -I, §,A DATE ld INSPECTOR SOUTy�� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�' 765-1802 rr 1 N S P E C T 10 N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. � � 2 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE G INSPECTORI< C ►�y� cod �� y 'OF 30Ulyolo # TOWN OF SOUTHOLD BUILDING DEPT. 768-1802 _ INSPEC I [ ] FOUNDATION 1ST [ ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) -- [ ] CODE VIOLATION [ ] CAULKING REMARK ovi/o pwi flu 75!�+7&4 ii4 PA)Y-f 'V NL ( c� DATE INSPECTOR - how olo H O cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH-PLEIG:* [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION , [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ]' ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 14)4s bA( ® v ' c.� DATE Z 7-1949 INSPECTOR ho�a lqo� * # TOWN OF SOUTHOLD BUILDING DEPT. `ycoum", 765-1802 INSPECTION [ ] FOUNDATION 1ST [ZOUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 7ING REMARKS: ��SSV/� P/ i� ID t fo h �� vP&4 k)=Law tk� 41VAb 5 ayl /art/ Vf(,6Vo :;�eA3 V DATE ° INSPECTOR pF 50UlyO�O , # # TOWN OF -SOUTHOLD BUILDING DEPT. i'ourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH 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: tA &Vpm / _h go r DATE INSPECTOR a SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 4-z,+G \ FOUNDATION 2ND INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION Y [ ] CAULKING REMARKS: DATE 1 INSPECTOR UA(f� 04S" o��OE SOUTyO G' TOWN OF SOUTHOLD BUILDING DEPT., 765-1802 INSPECTI-O,N- - FOUNDATION 1ST j ] ROUGH PLBG. [ ] FOUNDATION.2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL ffD FIREPLACE & CHIMNEY [ _]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT,CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION I. [ ] PRE C/O REMARKS: t CIf� DATE `3 �� INSPECTOR( 4 -11- L o��OF SO(/THp ti <o # TOWN OF SOUTHOL-D BUILDING DEPT. cou765-1802 N.S P E C T I ON f [ ] FOUNDATION IST [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ra —o tL o viz DATEAly ?�0 INSPECTOR U rn # TOWN OF SOUTHOLD-BUILDING DEPT. courm,��'' 765-1802 JNSPECTION [ ] FOUNDATION 1ST [XFI H PL13G. [ ] FOUNDATION 2ND [ ATIOWCAULKING [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATEW>' INSPECTOR Home Energy Rating cer tiffkato Property HERS Juniper B Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Point Rating Date: 2018-10-03 Rating Number: MC081 50 Millstone Lane Registry ID: 179780426 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 47% Better Heating 53.4 $1097 66% Generallnformation Cooling 1.0 $37 2% Conditioned Area 3260 sq. ft. House Type Townhouse, end unit Hot Water 11.0 $202 12% Conditioned Volume 31155 cubic ft. Foundation Conditioned basement Lights/Appliances 22.7 $308 19% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 88.1 $1661 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. : Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceedsthe,minimum criteria-for the following: Duct Leakage to Outside 10.00 CFM25. 2015 IECC UA Compliance m Ventilation System Exhaust Only: 83 cfm, 23.2 watts. 2015 IECC ERI ' Programmable Thermostat Heat=Yes; Cool=Yes ECCC New York State 2016 Building Shell Features '1 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA =j Vaulted Ceiling NA Windn1_7 lue: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltrat3.00 Clg: 3.00 ACH50 Foundation Walls R-13.0 BLer door 1�3cf CF(`7 v tob(►�; - 3 id ,�'S /-�® 5 U Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Rang Oven el Natural gas Bohemia, NY 11716 Interior LED Lighting(%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 Fax# Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 50 Millstone lane City: Cutchogue Builder Name: Harvest Point Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2018-10-03 Outdoors Temp During Test: 40 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: li eating System Primary: Yes ✓�No❑ Type: Furnace W1 Boiler❑Heat Pumper Other❑ L z Venting Tvpe.3 Draft- Sin llaee S iSn ZIaQe CO CO Efficiency Fuel Tvpe- Circle Type) aswl (Worst-Case) atural- orst CaseNatural) Rating:95.0 NO P❑O[:IEF] N[]-,❑Mp S_Z N/A Pa Pass❑✓ Fail_❑ Pass❑✓_Fail❑ N/A PPM N/A PPM Water Heater Primary: Yes ❑✓ Type: Standard Tank[LIndirect-0 Tankless ElSize: 75 0 Style Common Vent No ❑ InstantaneousQCommercial (See Not,5below) (Gallons) 4 Stand Alone Q✓ s z Venting Types Drat Sin llaee Spillage(Natural) CO CO Elden Fuel TVP . - (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 1 N❑✓ P❑O❑E❑ N❑MQ✓ S❑ N/A Pa. Pass Q✓ Fail❑ PassoFailF] N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No ✓❑ Oven CO 7 PPM Ambient CO(During Oven CO Testing) o PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting 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 testis 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 regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 13 Rater Signature: Date: 2018-10-03 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA. NY 11749 VWVW.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No.25 Permit No.42461 Dear Mr.Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18,2019. � C, R spectfully bmitted, � FtED AR �ZERT C/./ y X lk<C en he y,AIA, LEED AP Pri (P "9 0238il T4�'OF NE�y mad%uAR11CAL COIiPORA410N HEATINGL, ANO AIR CONDITIONING March 11, 2019 Michael J. Verity , 4 2Q20 Town of Southhold Building Department MSR Town Hall Annex Building _- 54375 Route 25 t Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716= (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC j X'� 3750 EXPRESS DRIVE BOOTH aj t 80�it1 ` : ' QUITE 202 �" I$I.AtvplA, NY 19749 WWW.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Yorlc State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450, Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with Cd, FRED ARC Glen ChervEED AP Principal 02381 �0 SOF NES GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 29, 2019 Town of Southold Building Department MAR s 4 2020 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 25 -Permit#42461 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. gGleny, bmitted, ED ARC oeERr c& y X C\ IA, LEED AP 9 023811 Q T��F NE`Ny - - wrightsoftW Manual S Compliance Report Job: Date: s Entire House Energgyy Testing BY: Energy Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-2442627 Email rb delfino@energytestmgservices.com Project • • For:50 Millstone Lane Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 15312 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 2546 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.07 Total gain: 17858 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 96%of load Latent capacity: 6300 Btuh 247%of load Total capacity: 21000 Btuh 118%of load SHR: 70% Heatino • • Design Conditions Outdoor design DB: 10.0'F Heat loss: 30808 Btuh Entering coil DB: 62.9'F Indoor design DB: 68.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model. AFUE 92 Actual airflow: 638 cfm Output capacity: 36800 Btuh 119%of load Temp. rise. 53 'F Meets all requirements ofACCA Manual S. 2019Jan-0414 38 57 wrightsoft- Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 zv&LZw—"—C-" g JOIN Rimor Model B MAN JSD%Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W Residential Plans Examiner Review • Form ��o • — • (Loads, 15 Ma 09 A•rcarar�cmo-�,sdarreta Header Information Contractor- Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets)* Yes E] No n Mechanical license or MJ1AE Form*(and supporting worksheets), Yes E] No n OEM performance data(heating,cooling,blower): Yes n No F1 Building plan#. Manual D Friction Rate Worksheet. Yes E] No n Duct distribution sketch* Yes Ei No n Home address(Street or Lot#,Block,Subdivisicn)•50 Millstone Lane Cutchogue,NY 11935, Entire House HVAC LOAD ,1 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature. 10 °F Orientation Front Door faces West Indoor temperature 68 *F North,east,west,South,Northeast,Northwest,Southeast,southwest Total heat loss. 30808 Btuh Number of bedrooms. 2 Conditioned floor area: 3306 ft2 Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature- 75 °F Windows Roof Grains difference 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain- 17400 Btuh Internal shade: none ve Blinds,drapes,etc. Eave Latent heat gain: 2894 Btuh Depth V+firidow Total heat gain. 20294 Btuh Number of skylights: 0 a ,1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace ETuipmenttype• SplitAC Heatingcfm- 638 Furnace,Heat pump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 700 Model: Generic Model: Generic Static pressure 0.60 In H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity 36800 Btuh Total cooling capacity, 0 Btuh Heat pumps-capacity at winterdesign outdoor conditions Sensible cooling capacity: O Btuh Aux heating output capacity 0 Btuh Latent cooling capacity: O Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC .1 Design airflow. 700 cfm Longest supply,duct 201 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct. 144 ft Trunk duct. Sheet metal Total device pressure losses -0,6 in H2O Total effective length(TEL): 344. ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct Round flex metal,Sheet metal Friction Rate=ASP-(TELx 100) declare the load calculation,equi`pment,equipment selectionand duct design were rigorouslyperformed •. -• on plan listed above. I understand the claims made on these forms will be subjectto review and verification. Contractor's printed name Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist "wrIglllfssOYt' arura.rhtSwte®Universal 2018 18 0 32 RSU20066 e„rm.-mn.,.oft Ri 9 - 1- wrightsoft® Load Short Form Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email.rb delfino@energytestingservices.com • q�t InfOrmatibil For: 50 Millstone Lane Cutchogue, NY 11935 Desigq Informatio'n Htg Cig Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD(°F) 58 8 Pressure/AVF 50 Pa/1017 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 OF Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Star 0 56 1182 132 28 6 Bsmnt 1624 6621 733 155 35 M bath 134 1337 1259 31 59 M bed 259 2834 2247 66 106 LN 9 0 0 0 0 WIC1 33 0 0 0 0 WIC2 32 0 0 0 0 Laundry 59 301 522 7 25 Hall 48 155 101 4 5 Bed 2 178 2099 1689 49 80 Breakfast 126 3743 2442 88 115 Kitchen 132 1393 1764 33 83 Foyer 76 999 319 23 15 Bath 2 51 256 58 6 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2019-Jan-04 14 38 57 RightSude®Universal 201818032RSU20066 Pagel �CA...Rimor Model B MAN JSD\Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W WIC 25 0 0 0 0 Dining 133 1721 750 40 35 Living 330 4629 2806 108 133 Entire House 3306 27272 14824 638 700 Other equip loads 3536 488 Equip @ 0.88 RSM 13474 Latent cooling 2546 TOTALS 3306 30808 16021 638 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri+ghl:Soft 2019-Jan-04 14 38 57 ,r�.�.p ew��•ro.mm.iwn.mr�w r Right-S te®Universal 2018 18 0 32 RSU20066 Page 2 lfrm. Rimor Model B MAN JSD%Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W -�- wrightsoft® Project Summary Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone.631-244-2627 Email rb delfino@energytestmgserwces com • C t Informatiqh For. 50 Millstone Lane Cutchogue, NY 11935 Notes: D- • • • Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27272 Btuh Structure 14824 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3536 Btuh Central vent(56 cfm) 488 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30808 Btuh Use manufacturer's data n Rate/swing multiplier 088 Infiltration Equipment sensible load 13474 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa 1017 cfm Structure 1402 Btuh Ducts 0 Btuh Central vent(56 cfm) 1144 Btuh Heating Cooling Outside air Area(ft) 3306 3306 Equipment latent load 2546 Btuh Volume(ft3) 20331 20331 Air changes/hour 0.25 0.11 Equipment Total Load(Sen+Lat) 16021 Btuh Equiv.AVF(cfm) 85 39 Req.total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent-cooling 6300 Btuh Temperature rise 53 OF Total cooling 21000 Btuh Actual air flow 638 cfm Actual,air flow 700 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0 86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -Fkl-wrighiSoft" 2019-Jan-04 14 38 57 RightSwte@ Universal 2018 18 0 32 RSU20066 Page 1 ACCk Rimor Model B,MAN JSD\Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W N Level Broan Exhaust Fan Model L150 56 CFM Energy Star — continous User Timer 127 cfm K71 cfm 159 cfm M bath M bed Living adiab LN Hall k6 cfm WIC1 WIC2 WIC M791 cfm Launt30 Dining 8 Cfm m Stair 2 6" Bath 2 8 cfm K7 cfm Foyer Garage 12 0" Kitchen 100 cfm Bed 2 5'0" 96 cf 8 cfm Breakfast Job#: Energy Testing Services LLC Scale:1 :93 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave wght-Su te®Universal 2018 50 Millstone Lane Cutchogue,NY Bohemia,NY 11716 16 0 32 RSU20066 11935 Phone:631-244-2627 2019 Jan 3908 r.b.delfino@energytestingservices.com AN JSU�marMoriel dei 8 MAN Jso.rup 1 N Level 1 `Z 10' 12- 1 61 a adiabati80 0" 28 0" 219 drn mn 26 �� _ 6' 2 x16 Make up air 56 Star 0 16 x 16 CFM Skuttle 33 m model 2161 6' 20 6" 9' 23 0" 2' 16 0 5' Job#: Energy Testing Services LLC Scale:1 :93 Performed by Energy Testing Services L... Page 1648-A Locust Ave Rght-Su te®Universal 2018 50 Millstone Lane Cutchogue,NY Bohemia,NY 11716 18 0 32 RSU20066 11935Phone:631-244-2627 2019-Jan-0414.39.08 r b delfino@energytestingservices.com AN JSD11ZmorModel B MAN JSD.rup Duct System Summary Job: - - wrightsoft9 Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11,716 Phone 631-244-2627 Email r delfino@energytestmgservices com roiedfl6f6rim�tfoni For: 50 Millstone Lane Cutchogue,NY 11935 Heating Cooling External static pressure 0.60 in H2O a60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.006/0.004 in H2O 0.006/0.004 in H2O Lowest friction rate 0.003 in/100ft 0 003 in/100ft Actual air flow 638 cfm 700 cfm Total effective length(TEL) 344 ft Siuo : b- • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 h 256 7 3 0 004 4.0 Ox 0 MtFx 85 150.0 st1 Bed 2 c 1689 59 96 0.003 9.0 Ox 0 MtFx 27.3 150.0 st1A Breakfast c 2442 105 138 0.003 10.0 Ox 0 MtFx 41.5 130.0 st1 Bsmnt h 6621 186 42 0.003 120 Ox 0 MtFx 26.5 140.0 st2 Dining h 1721 48 43 0.003 6.0 OX 0 MtFx 16.5 1600 st2 Foyer h 999 28 18 0.003 5.0 Ox 0 MtFx 17.5 160.0 st1 Hall c 101 4 6 0.003 4.0 OX 0 MtFx 20.3 150.0 st2 kitchen c 1764 39 100 0.003 9.0 OX 0 MtFx 31.8 140.0 st1 Laundry c 522 8 30 0 003 5.0 Ox 0 MtFx 6.0 165.0 st2 Irving c 2806 130 159 0.004 120 Ox 0 MtFx 31.3 1300 st2 M bath c 1259 38 71 0.003 8.0 Ox 0 MtFx 405 160.0 st2A M bed c 2247 80 127 0 003 10.0 Ox 0 MtFx 31.3 150.0 st2A Star h 1182 33 7 0.003 5.0 OX 0 MtFx 22.0 165.0 st1 • • � - •16 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 117 199 0.003 223 154 16 x 8 ShtMetl st2 st1A Peak AVF 59 96 0003 144 11.4 16 x 6 ShtMetl st1 st1 Peak AVF 272 363 0 003 204 190 16 x 16 ShtMetl st2 Peak AVF 494 477 1 0.003 202 21.6 16 x 22 ShtMetl Bold/italic values have been manually overridden if1115O1� 2019-Jan-04 14 38 57 WrIg W,l ,�ft Right-Sate®Universal 2018 18 0 32 RSU20066 Page 1 /4CC�1 Rimor Model B MAN JSD\Rimor Model B MAN JSD rup Calc=MJB Front Door faces W M R6tuirni ,efail • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl . Trunk rb2 Ox 0 547 791 143.8 0.003 215 26.0 Ox 0 ShMt rt1 rb1 Ox 0 219 49 0 0 0 0 Ox 0 MtFx = • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 547 791 0.003 215 26.0 0 x 0 ShtMetl -�-wrightSoftID 2019-Jan-0414 38 57 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 ACk. Rimor Model 8 MAN JSD%Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W J JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: June 11, 2018 To: Southold Town Building Dept. Re: Harvest Pointe Unit 25 50 Millstone Lane Cutchogue, NY 11935 Permit#42461 To Whom It May Concern: This letter certifies that an inspection was performed on the above mentioned structure and all framing was installed correctly and was completed as per all state and local codes. Any questions feel free to-call. `�- Si erely, OF NEW P DF_- n CO Ja es eerkoski P.E. nig:;... •u'+:� LLJ \ C� R�FEssI MAR 4 2020 SCOTT A. RUSSELL. MICHAEL M. COLLINS, P.E. TOWN ENGINEER SUPERVISOR ' ;` f TOWN HALL - 53095 MAIN ROAD Tel. 631 -765-1560 '` + z ,,y ,• '"o •'! TOWN OF SOUTHOLD,NEW YORK 11971 ) ' , Fax. (631)-765—9015 _-- "� �� 5 'gq''�; ��ICHt1E!_�,'CI_L1NScr7'01k1�l;,SC)U'I'fiQL.7iv`'U4 - OF]'ICE OF THE ENGINEER 2020 by ' Afl TOWN OF SOUTHOLD Brian Cumrninds February 5, 2020 Southold 'Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 23-26&63-70 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization and complied with all aspects of Chapter 236 for Units 23-26. Final stabilization has not been completed for Units 63-70, particularly in the back of the buildings. Due to the current weather it is unlikely that final stabilization will be achieved before spring when the developer plans to complete the plantings and seed the lawn areas. Due to the location of these units, any stormwater runoff from exposed areas will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight(8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, A'�4w Uel'� Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex rif S1) P.O.Box 1179 54375 State Route 25 ®�� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) 33 Southold,NY i44i Telephone: 631765-1938 www.southoldtovmny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 28, 2020 2020 Mr. Henry Alia" Rimor Development LLC _ T. P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 23-26 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 23-26 of the above- referenced Residential Site Plan have been completed based on the site inspection made on February 12, 2020. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these four (4) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully,, c� dDKD- Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer �1 121011 HOW CIONIMENTS aa pllwlfwl)'�K-A FOUNDATION (1ST) ---------------------------- FOUNDATION (2ND) IL VfrAj INSULATION PER N.-Y-. STATE ENERGY • 1 MAIM � IT l� � �. 4 -M, DITIONAL COMMENTS-'& ff'm - - Rl R NOWN/ AWWWAIMM ,1 s . `TOWN Off' GUiROL1D _ _,R _ __ BliIL;D `?EIITABP1;� Ti�tiitC1=I£Ci�LIST BUILDING DEPARTIIZENT _ � 'Do,j!oil'havezor need the following,befo !'Fin ? 'aP_P Y g TOWN HALL Board of Health ` SOUTHOLD,NY41971: _ _ :. ` 4 sets-ofBuilding Plans, TEL: (631):Z65-'1802 =Planning Board approval ` FAX: (631) 765- 502 Suryey Southoldtownny.govry ''tom a"P12iRi1'iIT` O. 'n_ �L `{Y _ =Check- Septic Form N.Y.S.D.E.C. Trustees 4 C.O.Application Flood"Permit; Examined ,20 7 _ -Single&-Separate Truss-Identification Form Storm-Water Assessment,Forrn Contact: 4,4 Approved. _ �✓ - - ?0- _ _ - _ .! ..., � -- Mail to--, � �"•=' } V19Disapproved a/c I�TO� L / : Phone• 6`�1 7 44 Expiration - - i = Buil spe or - - .-,APPIACA�IOl FOR]BUM- DING-PtRiiZ T - 1 Date _ 20A INSTRUCTIONS -a.Thisapplication-MUST be completely;filled in by typewriter or in irik 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 ptemisesi.relationship to;adjoimn-g premises or public streets-or areas,and waterways. c.The work covered by this.application maynot 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 steal l-be kept on the premises available.for inspection throughout the work. < e.No building shall be occupiedoitiused,"hole-or in part foT;any,purpose what so ever until the Building-Inspector �- issiles;a Qertificate,of Occupancy. 3�tE... __c - -f l very:building permit'sha(l,e*k ire}if=fbe=work authorized has-not to min ended 12-moritIis after the,date of issuance i=has not been completed v:ithin.�3:nen, s from such date.If-no zoning-amendhn6hts or-other-regulations affecting the property have beeri-enacted in the interim,-theIButlding Inspector may aumonte in writing;tlieextension of the permit for an addition six-months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE-to the Building-Department for,tlle'issuance of a Building,Perhit putsuant to the Building Zone Ordinance of the-Town of Southold;Suffolk County,New-York,and other-applicable Laws,Ordinances or Regulations,for the construction of buildings,�additions,or alterations or.for removal:or demolition as herein-described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing,code,-and-regulations,_and x to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or narhe,if a corporation) __6PV _ E `(Mailing,address of ap licant) State whether applicant is owner, Iessee,`agent architect,engineer, general contractor,electrician,"plumber_or builder Name of owner of premises �1 Wto u, (As on.he.tax roll or Latest deed)-' C ' If-applicant-is a corpor9lpp,signatur o 4uly-a th99zed affic r (Name and title of corp ate_officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lo ioq f land r�o whi pro osed work vill be don : Z J `, House Number ` — ' treet-- �� '",H'ainlet County Tax-Map No.-1000',�,Seafionl �s Block) Subdivision- AW-,-,vfeo"4cFiled Map No. T Lot - 9 , ?. State existing use and occupancy of premises and intended use and occupancy of proposed construction:- a. I✓xisting_use and occupancy b. Intended use and occupancy- _ ��® wrcl 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work_ - � L"f,LO O p� - -_ (Description) 4. Estimated Cost / Fee ' (To be paid on filing this application) 5. If d��Felling; number of dwelling units' ' Number of dwelling units on each floor 4,garage,.� m cars covv_ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions-ofexisting structures, if any: Front 'i , 'l Rear = Depth Height Number.of Stories. Dimensions of same structure with alterations.ar additions: Front Rear Depth Height t'�' Number of Stories l l I It Depth _ // / G_1 8. Dimensions of entire new.construction: Front_ , Re r b Height t Z-7 �,6 �� Number of Stories _ 9.-' Size of lot: Front Rear epth 10,Date of Purchase Name of Former Owner 11.Zone or.use district in which premises are-situated 12.Does proposed construction viol at any zoning law, ordinance or regulation? YES NO V 13. Will'lot be re-graded?YE_S �dNO Will excess fill be_ rem oved ed ffomp premises?YES NO Names ]`Ite�aoa/ ae*e /•o 16J�'i 7A�/ /6 78 x/"06 14. lames of Owner ofpremises LLC_ Address qPhone No. 3 Name of Architect (U,C t4 Address -TO4. 't!y Phone Into 4*() 6,6 Name of Contractor S 44 Address l ---- Phone No. 15 a. is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x IF YES, SOUTHOLD-TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet.of a tidal wetland? * YES- NO IF YES,D.E.C.:PERMI-TS MAY BE REQUIRED. i 6,-Provide survey,to scale,with accurate foundation plan and distances to property lines. 17..If elevation at any point on property is at,I O.feet or below, must provide topographical to on survey,. 18_ Are there any,covenants and rest_rietions with respect to this property? ' YES l?O IF YES, PROVIDE A COPY. 6� Ate- 1Z �`�&vo STATE OF NEW YORK) COU\iTY-OF - j_ SS: Q� being duly sworn, deposes and says that(s)he is the applicant" (Dame of individual sign i g contract)above named, - (S)He is the �l � - ` " ✓J�- _ ' � I - �, - (Contra r,Agent,Corporate Officer,etc.)- ofsaid'owner or owners,and is duly authorized to per-form or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his kn&,vledgeief;and that_the work will be performed in the manner set forth in the application filed therewith. Sworn to before.me this Y ti —��— day ofMarc 2 fes, .:,JTRACEY L. DAY Notary Public NOTARY PUBLIC,STATE OF NEW YORR Si ature AppL ant NO.01 D W6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2(J ! S111'FOl,ir�, D ^•! ":,� �U G DEPARTMENT- Electrical Inspector pyo TOWN OF SOUTHOLD - MAY 2 5 TMn Annex- 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 Ole` , 1il.zy QTY phone (631) 765-1802- FAX (631) '765-9502 �l TOWN OF SD><JTH®LD -roger.richert(abtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION rC EQ(JESTED-BY:-- _ _fi �n_ i Date:. _ompany Name: -rkame: License No.: 3 06 f►� email: , , G Address: •0 a ox/� f / IN. Phone No.. JOB SITE INFORMATION: (Ali Informatio Required) Name:- CaAkvo, Address: ��`( Cross Street: v 16 o L Phone No.: / 78 . , 6 Bldg.Permit#: email: Tax Map District: 1000 .Section: l®off Block: . ® 0 Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: 'Is job ready for inspection?: C_Y / NO Rough In 'Final Do you need a Temp Certificate?: /YEV NO On Temp'lnformation: (AII informationtrequired). S 1 Ph 3 Ph Size: [ b A # Meters / Old Meter# New Servi - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Lateral 1 H Frame Pole Work done on Service? -Y N Additional'Information: 'PAYMENT DUE WITH APPLICATION f 11mro Request for Inspection FormAs . Cog FFtiLA,�,OG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road c Fax(631)765-9502 P. O. Box 1179 t/7 Southold. NY 11971-0959 BUILDING DEPARTM8NT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED W Ob CONSTRUCTION AND/OR T MOER CONSTRUCTION Date: Owner. ►+.off �.P�f/ LLC- Location-of Property: Please otice that the{cta®a applicablq'�be): r: New commercl4l:aX,'tooldenUiRL.:6tcucture 'Addition to eAi0Wij6mmer6Ia4or residential stru 11�� ! •1. • �c � y' (```'e' habi(itatipii:�11 i i":existing`qo,, kOercial or reside' ' F�ttvcture to be cons 'Orperfor�metl:et'the suEija'��Ooperty referent N,6 ve will utlljxe (check ap Trus€t.fpp®:rQnstruction (TT) bor— OH[.. - -- Pre-en&e (PW) ` - Timber constrC&R' .;� ' ' ' + in the following location(s) (check applicable Inc): • Floor framing, including girders and beams (F) Roof framing (R Floor and too ing ) . Signature: Name (person submitting this fo f�- Capacity (check applicable line): Owner Owner representative Truss Req 15.docx Effective 1112015 Sherry Pirone From: Sherry Pirone Sent: Friday, September 20, 2019 10:13 AM To: johnj@southoldtownny.gov' Cc: Henry Alia Subject: Unit#25 Good Morning: We are requesting a 6 month extension of time on the following building permit: Unit 25—permit#42461 Please confirm the new date ASAP.Thanks. flp�IAIWEST INTE .ff�n<t�.l'rr�1^�nxi1 LRS r`nn.:al+` Sherry Pirone Construction Assistant 75 SchoolHouse Road Cutchogue, NY 11935 (631)735-9200 sherry@harvest-pointe.com www.harvest-pointe.com _ E:u. A connect with us! 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','� x. � ':'s Y..t A -'e'.`9F k`f} '� '•,f ,A.” rS '� 'nd•y,t�� .Rrfx,utsY 4=P�yG y;ffF�'. .,'t4,t '4� , Y`t'• 'h �{�y�i�., SSYi'• 7`ii' .'5 ��}}�U i 4 +3',. .,:"G'ra`°." N• 2 `�- "1, *F•; Ear ` _ ,a Y� �l 4 f �m � 1154. .4•• ��i 7�'•" r � ��;n r S i%. ,i/'.�::r� 4 ,f' }�'f�', 1;:.4'-„�,°s' ,;r'.:`:'�`;,.E.a�`'��''...��a�,... NG_�P(PE_�SNA_LL-BE71_,T_CPP-.__ WTFt�_ -scoP•�_ :oF - _- s, STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE~PROVISIONS AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. :ONNECTIONS TO BE 4 DR-18 WITH MINIMUM SLOPE E, • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 0 BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1%. TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT LL BE C900 BLUE BRUTE DR-18 'PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". . COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT ; MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. 'SEWER/DRAINAGE LINES. I` • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. 1 MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING j qD WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND . PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE (( 4D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC HE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE 2ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. f • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN fER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER i DIET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF j HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS SES TO MAINTAIN ALL REQUIRED VERTICAL REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. r 3E INSTALLED UNDERGROUND. Habitable Garage Area �eSt Pointe at Unit Numbers Area (SF) (SF) Total (SF) I 77-124 1,999 486 2,485 Cutchogue 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York 1,33,36,39,41,45 1,599 363 1,962 Town of Southold 6 '6;47,49,50,52,54, iC,,58,'5968, 72, 76 No. r •Revision _ - Date 7- Appvd., i w 13 TOWN%SCDHS REVISIONS 7/28/17 AVC 2,5,6,9,11,13, 6/14/17 AVL 12 TOWN REVISIONS 19;20,22,24, _ . _ X5,28,30,32;35;381, - 1,599 363 1,962 11 SCDH REVISIONS 4!22/17- AVL 0,42,44,48;51;53;- _. ;'°;- 10 REVISED PHASING PLAN PERTOWW-'` 4/6/17- AVL >7 60,62,64;66,70; - - t - - - - 73,74,75 � - - -- --_----- - - _ ---<-- g_ -_.�70WNREVISIONS =-- -_ -- -- -_ 3/27/17• 8 SCDH REVISIONS 3/9/17 AVL 4,7►34, ,37 43,55 _r k - ti•. a , 1599 380 1979 FERRO 6163 65 67 69 71 =,. ;• n �y 1 .:.,„� - :tea',-' 15,16,17,18 1,999 408 2,407 Issued for Date July 10 2015 r Y N/A 6,188 N/A 6,188 SUM -1000-102-01-33.3 hlDrawing- ;r ,r SCDHS Approval .� lan SUFFOL�`WU NTY DEPARTMENT OF HddJH SER ESUtilit • l P FOR APPROVAL OF CONST11=0H FOR A SIM=FAY RESIDENCE ONLY 1210-17— OU61 1 DATE " 1 HS nEF.N0. QP_1'Z8( ! i 1dY'� L .��-r Drawing Number I , i FOR tlftA3CIMUM OF O = SOF NSW EXPIRES THREE YEARS FROM DATE OF APPROVAL '� o v 0 � `c CM I o T IN M Sheet of 9 2 �,� 90FES SIONQ� - Project Number 29305.00 s' SCDHS Reference # C10-06-0013 �� - i NOTES: JI y THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFOREARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND Do THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION U COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED c SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. w U) NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS O OR RIGHT OF WAYS.IF ANY,NOT SHOWN ARE NOT CERTIFIED. D O PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, D- SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 27.6' �! - 14.7' 4.7' _ OTHER THAN VISIBLE PERMANENT STRUCTURES. 110.2' 6.0'c\i b� lFMi COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING• O RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED ' v 2.3' , IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN �I 4 N Ch I PERMISSION OF THE SURVEYOR. Z } 11 THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL O) O 0 O i MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER PURPOSE J S510 5'42"W oo 2.3'— n w 38.51' — LL NiZ o — —1.1' (� Lti �� !J�� a O DD �r rnz (_ �.0' ° 2.0' APR - 3 2018 co Oi :;t U) 5.4' ori "I S51 5'42t\j 5 ETTI t G DEEM 1l 31.01' 22.9Ms66' TOWN OF SOUTHOL D OSOF NE1111- J J {� u' w O - z Dr° O0 ;v 00 `o � � LAND S> i I 03-26-2018 FOUNDATION LOCATION FOUNDATION AS- ONSTRUCTED SURVEY FOR UNITS 25-26 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09,2018 .,J SITUATED AT _ S' CUTCHOGUE - SWEET MEADOW TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK COURT S.C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 63,&64 �=-- NELSON & POPE p ENGINEERS 8 SURVEYORS � 572 WALTWHITMAN ROAD,MELVILLE,N.Y. 1174-q _ PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALS00026 I S SCALE: oo2s CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 03-2648 PROJECT NO.: 00026 1 �I li I Lw 36 G E E� � NOTES: p® m0 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE t9u PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE CONC. IRI NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, A/C UNIT m® SLATE ❑ PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION cc O 27.6' NT4.7' w IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, W L%U Z L wF M 6 0' N 14 7' j PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY ¢3 1" ATER o Q-1w O/n PERSON,UNLESS HEIS ACTING UNDERTHE DIRECTION OFALICENSED SE U wm PROFESSIONAL ENGINEER ORLAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF U U AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE c2u ZO 10.2' b WALTERING ENGINEER ORLAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND U _ SS THE NOTATION'ALTEREDBYFOLLOWEDBYHISSIGNATUREANDTHEDATEOFSUCH IELL, ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION = FLUSH BBL W ,W Z COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED IJ.I p I I _ C7 1 2 W SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. BIT DRIVE of Q I Q C) INV. INV. W w 3 �' Uc0o DIP 30.48 29.81 CO NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS TO 7 > m l < I Q zZ jvj INV. OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED CLUBHOUSE LO Q FLUSH ——_ 1I�U-WC`)M 30.58 CO 29 INV. a' U 2 3' -� !-� 29.72 UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED BBL ,j DIP CO 29' INV. AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE C 0 m 3 01 0 I 'KU)-- INV. ��'29.71 ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN ftp � K 1- Q O W LL.U'- 30.53 INV w(yL m PLAN DATED 7/21118 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED ,w �_ I BIT.DRIVE °D 0 F--� In 1.1' 30.41 c" R''l e TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS I I Q 04 0 D THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP e1 1 Cw 0 H m NW O`"c+� CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR ^� FLUSH BBL ----� z - •pd �I� FURTHER DESIGN Lu (��, \ �• �S I I w I U of U 2 D' IPIV. my �a PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE "na W U_ ..�0 c � CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, F`+ -) U�� O 5 4' 1 j o ui �051� 28 61 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS I I W 1" ATER U o, Fw-• O R/O nj �G-(\� ST-1 Q (A a OTHER THAN VISIBLE PERMANENT STRUCTURES -J U O u co w I SE VICE ¢w �?6.0'C' SLATE S T `vg ' U U r W U` n'I 16.6' S.5' ST-2 COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS (� U) J 22.9' B O RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, LtjU, w ❑ INV. LP RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED I I I DI CODUROP A/C UNIT 28.43 6 4 J O IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN ® ./ PERMISSION OF THE SURVEYOR CONC. ��Ct., •U pp'�w `� �, E.BOX J ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY.NOT LOCATED,NOT s �� - ?E E E 1o'0X1D W SHOWN / G ® G G DEEP L.P. ¢ ALL SANITARY PIPING 4-SDR-35,TYPICAL C, tD 7\ I I I C BOX W L,7 I; ca ^� 03 m � 4t . Cu V ;may q SANITARY SYSTEM AS TABLE I � �`'� STRUCTURE NAME TIE A TIE B I CG®� ��9'® LL 0 UNITS#25-26 �� r pp.VID p�� y � ci c -2 ST-1 76.4' 32.4' 00� 3 0 `c ST-2 83.0' 32.1' LP 93.2' 47.1' (9z HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S �' �0 050? b UNIT No. HD RREF No. HABITABLE AREAl GARAGE AREA TOTAL GROSS FLOOR AREA ASID 25 R10-17-0079 1,599 S.F. 363 S.F. 1,662 S.F. 26 R10-17-0080 1,599 S.F. 363 S.F. 1,962 S.F. 03-23-2018 FOUNDATION LOCATION SANITARY AS-CONS.#'RUCTED PLAN FOR 09-05-2018 SANITARY AS-BUILT UNITS 25-26 UNIT DESIGNATION MAP OF 12-03-2018 SANITARY SYSTEM REV. 11 12-03-2018 POINTE CONDOMINIUM 1 12-06-2018 LOCATE ELEC.8 GAS FILE NO.:471 FILED January 09, 2018 3REVISED EFF.DEPTH ;.- 12-19-2018 SITUATED AT AND HABITABLE AREA !• is+' ; 5`:; i' `.- CUTCHOGUE REVISED HEALTH TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ILS' �"' u 01-09-2019 REFERENCE DEPARTMENT S C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 25&26 `y MAR - 4 2020 J '� E� NUMBERS AND AREA'S NELSON & POPE �a ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 ' PHONE(631)427-5665 FAX(631)427-5620 - SURE CO.HEALTH SERVICES _ — . w WWW.NELSONPOPE.COM 011,If ICE OF "WAS OO'J MER MGM 4 DRAWN BY: NP CADD No.;INDIVIDUALS00026 I SCALE: 00026 CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 1"=30' j DATE: 05-07-18 PROJECT NO.: 00026 I I JobI runs I cuss I ype Uty Ply harvest @n Gutchogue U-Juniper 17100522B PB13 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fri Nov 1713:04:01 2017 Page 1 - ID:GtGyhnlErgjL6lsjBzD2J4yWCud-UM91NpyKYTxiy0d73MJsTYfh7412b3liatZlYnylH} 1 11-9 21-0-4 22-11-13 1-11-9 19-0-11 1-11-9 Scale=1:40.( 6.75 12 3x4= 3x4= 33x4= 46TAA 9 10 12 T 1 11 i�c 12D c r rr rr 06 3x4= 18 17 16 15 14 i3 3x4= 3x6 11 3x6 11 3x6 11 3x4= 3x6 11 3x6 11 22-1-12 2?-11-13 1190-9 21-3-12 -10- Plate Offsets(X,Y)-- 3:0-2-0 Ed a 10:0-2-0 Ed e LOADING(psf) TC231 SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.10 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:53 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins,except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):3-10. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=5/23-0-11,12=97/23-0-11,16=306/23.0-11,17=316/23-0-11,18=268/23-0-11,14=308/23-0-11,13=305/23-0-11,2=132/23-0-11 Max Horz 1=13(LC 10) Max Uplifts_16(LC 38),12.7(LC 12),16=-21(LC 7),17=-23(LC 7),18=-19(LC 8),14=-25(LC 8),13-18(LC 7),2.15(LC 11) Max Grav 1=11(LC 8),12=151(LC 30),16=480(LC 29),17=501(LC 29),18=416(LC 29),14=495(LC 29),13=441(LC 29),2=205(LC 30) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-16/41,2-3=-98/17,3-4=-53/20,4-5=-50/18,5-6=-50/18,6-7.50/18,7-8—50/18,8-9=-50/18,9-10=-54/20,10-11—79/15,11-12=-63/12 BOT CHORD 2-18=0/50,17-18=0/50,16-17=0/50,15-16=0/50,14-15=0/50,13-14=0/50,11-13=0/50 WEBS 7-16=-416/93,5-17.436/98,4-18=-358/81,8-14=-432/97,9-13=-373/85 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 Ib uplift at joint 1,7 Ib uplift at join Ib uplift at joint 16,23 Ib uplift at joint 17,19 Ib uplift at joint 18,25 Ib uplift at joint 14,18 Ib uplift at joint 13 and 15 Ib uplift at lei 2OF N��r 10)This truss is designed in accordance with the 2015 International Residential Cade sections R502.11.1 and R802.10.2 an ' e p ER standard ANSI/TPI 1. CO qOP G 'pr 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult quaff ed g r designer. ` v 12)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom ch rrd,. LOAD CASE(S) Standard Rt SIC. 2 56308 A�O�ESSIO�P� JobI russ I russ I ype City Ply Harvest Ca)Cutchogue U-Juniper 171005228 PB14 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fn Nov 1713.04:04 2017 Page 1 ID:GtGyhnlErgjL6lsjBzD2J4yWCud-uxrQOr CrOJKpTLikUtZ5BHCO13moQz9HmP96yiHX 41-2 18-10-10 22-11-13 41-2 149.8 41-3 Scale=1:39,2 3x4= 6.75 12 3x4 3 4 18 —` 51SZI XI I _ ---meq_ZI—19 8 9 TT T T T T 1 S 12 10 o 1r lr 66 3x4= 17 16 15 14 13 12 3x4= 3x4= X10 Q 22-1-12 22-11- 3 21-3-12 ��10-0 _ Plate Offsets(X,Y)-- 4:0-2-0 Ede 8:0-2-0,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.33 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.10 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 11 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:62 Ib FT=4°/a LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins,except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):4-8. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (ib/size) 1=-20/23-0-11,11=-20/23-0-11,2=176/23-0-11,15=304/23-0-11,16=315/23-0-11,17=240/23-0-11,13=315/23-0-11,12=240/23-0-11,10=176/23-0-11 Max Horz 1=30(LC 10) Max Upliftl=-71(LC 38),11-611(LC 30),2--33(LC 11),15=-22(LC 7),16=-23(LC 7),17.8(LC 11),13=-24(LC 8),12=5(LC 12),10=-29(LC 12) Max Grav 1=23(LC 11),11=16(LC 12),2=291(LC 30),15=479(LC 29),16=502(LC 29),17=312(LC 38),13=502(LC 29),12=307(LC 40),10=291(LC 30) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-35/76,2-3—119/60,3-4=-153/52,4-18—99/43,5-18=-103/43,5-6=-99142,6-7=-99/42,7-19=-103/43,8-19=-99/43,8-9=-153/52,9-10=-120/54,10-11=-7/57 BOT CHORD 2-17—14/99,16-17=-14/99,15-16=-14/99,14-15—14/99,13-14=-14/99,12.13=-14/99,10-12_14/99 WEBS 6-15=-416/95,5-16=-436/96,3-17=-243/66,7-13=-436/96,9-12=-243/66 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=69.0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 7)All plates are 1.5x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing, 9)Gable studs spaced at 4.0-D oc. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 Ib uplift at joint 1,61 Ib upli ligfFI IEVV Y 33 Ib uplift at joint 2,22 Ib uplift at joint 15,23 Ib uplift at joint 16,8 Ib uplift at joint 17,24 Ib uplift at joint 13,5 Ib uplift at j Ib uplift at joint 10. Gj .(Op R G �� 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 nd nc standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qua lee buu Id designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chi iu LOAD CASE(S) Standard 6630B A�O�ESSIO�� JobI russ I russ I ype city Fly Harvest(a)Cutcnogue t3-Juniper 17100522B PB15 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:06 2017 Page 1 ID:GtGyhnlErgjL61 siBzD2J4yWCud-gJyBRXOTN?Z22nV4rvv1 AcMYc5k4GJ7Rk9GWD?y1HXd 6-2-12 16-9-1 22-11-13 6-2-12 10-6-5 6-2-12 Scale=1:39.', 3x4= 3x4= 6.75 12 4 5 18 19 7 8 9 r T 2 ST2T 21 TI T 12 10 r BI RP 11� o :r it 06 3x4= 17 16 15 14 13 12 3x4= 3x4= Q-10-Q 22-1-122?-11-13 b 10 21-3-12 - - - - 10_ 0-0 Plate Offsets(X,Y)-- 4:0-2-0 Ede 8:0-2-0 Ed e LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.34 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.11 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 11 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:68 Ib FT=4% LUIVIBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins,except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):4-8. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=-20/23-0-11,11=-21/23-0-11,2=194/23-0-11,15=314/23-0-11,16=282/23-0-11,17=250/23-0-11,13=282/23-0-11,12=250/23.0-11,10=194/23-0-11 Max Horz 1=47(LC 8) Max Uplifts=-50(LC 38),11=-35(LC 30),2=-21(LC 11),15=-28(LC 7),16=-1 9(LC 8),17=35(LC 11),13=-15(LC 7),12=-34(LC 12),10=-12(LC 12) Max Grav1=27(LC 8),11=1O(LC 12),2=325(LC 30),15=51 O(LC 29),16=417(LC 29),17=400(LC 38),13=417(LC 29),12=398(LC 40),10=325(LC 30) FORCES. (ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-54/79,2-3=-233!18,3-4=253/54,4-5=-153/62,5-18—150/60,6-18=-150/60,6-19=-150/60,7-19—150/60,7-8—153/62,8-9=253/54,9-10=-233/8, 10-11=-6/46 BOT CHORD 2-17=-1/150,16-17=-1/150,15-16=-1/150,14-15—1/150,13-14=-1/150,12-13=-1/150,10-12=-1/150 WEBS 6-15—447/101,5-1 6=-351175,3-17=-331/90,7-13=-351/75,9-12=-331/90 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1, 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 7)All plates are 1.5x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 oc. ®F NEW 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 Ib uplift at joint 1,35 ib u Y0 21 Ib uplift at joint 2,28 lb uplift at joint 15,19 Ib uplift at joint 16,35 Ib uplift at joint 17,15 ib uplift at joint 13,34 Ib u 1 12 ib uplift at joint 10. �n 11)This truss is designed in accordance with the 2015 Intemational Residential Code sections R502.11.1 and R802.10. ti3 y' standard ANSI/TPI 1. �6 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qua I` buil w designer. to 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chox LOAD CASE(S) Standard A S630B ROFESSIO�P Job I russ I fuss I ype Uty Ply Harvest(u Cutchogue 8-Juniper 17100522B PB16 — GABLE -- —� 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print.8.030 s Apr 8 2017 MTek Industries,Inc Fri Nov 1713:04:08 2017 Page 1 ID:GtGyhnlErgjL61sjBzD2J4yWCud-m!4xrCljucglH5f rzKxVF1 RvmvQekCxkBTlcluylHXb 8-4-5 _ 14-7-8 22-11-13 8-4-5 —� 6-3-3 8-4-5 Scale=1:39.2 3x4= 3x4= 5 7 8 6.75 12 4 3 T T T T 1 9 u 18 19 e T T 12 41 F1 10 1� o -- - ---- I..it 0 c 3x4-= 17 16 15 14 13 12 3x4= 3x4= 10 22-1-12 22-11-13 -10 - --- 21-3-12 X10 0 Plate Offsets(X,Y)-- 15:0-2-O,Edgel,p:0-2-0,Edgel— _ LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.30 Vert(LL) n/a Na 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.11 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 11 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Weight:74 Ib FT-4% BCDL 10.0 LUMBER- BRACING- -- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins,except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0.0 max.):5-7. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 1=-11/23-0-11,11—11/23-0.11,2=156/23-0-11,15=297/23-0-11,16=292/23-0-11,17=277/23-0-11,13=292/23-0-11,12=277/23-0-11,10=156/23-0-11 Max Horz 1=65(LC 8) Max Upllftl=-39(LC 38),l l=-16(LC 40),2=-13(LC 8),15=-22(LC 8),16=-19(LC 11),17=-51(LC 11),13=-14(LC 12),12=-51(LC 12) Max Grav 1=34(LC 8),11=3(LC 12),2=190(LC 30),15=486(LC 29),16=429(LC 38),17=451(LC 30),13=426(LC 30),12-452(LC 40),10=190(LC 30) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-72/86,2-18—157/59,3-18_118/131,3-4.165/125,4-5=-171/71,5-6—122/62,6-7—122162,7-8=-171/71,8-9—165/124,9-19=-114/117,10-19=-156/45, 10-11=-2/37 BOT CHORD 2-17=-57/i21,16-17=-57/121,15-16.57/121,14-15=-57/121,13-14=-57/121,12-13=-57/121,10-12=-57/121 WEBS 6-15=-423/80,4-16=-361/82,3-17=-392/115,8-13=-361/82,9-12=-392/115 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCD"=5.0psf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)All plates are 1.5x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 oc. OF NEW� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 Ib uplift at joint 1,16 Ib u 13 Ib uplift at joint 2,22 ib uplift at joint 15,19 Ib uplift at joint 16,51 Ib uplift at joint 17,14 Ib uplift at joint 13 and 51 lb 1 f=R G 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 not ( nc standard ANSI/TPI 1. G� 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qua 1 le build designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom ch LOAD CASE(S) Standard 56306 A�OSSIO�� I� { JobI toss I russ I ype l tty Pry Harvest(q cutcnogue t3-Jumper 17100522B PB17 GABLE 1 2 Job Reference(optional) Universal Forest Products,5631 S NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fri Nov 1713:04:11 2017 Page 1 ID:GtGyhnlErgIL61 sjBzD2J4yWCud-BHm4UE4bBXCK8YO2eSVCtf3SS6TBxbLAuC_HvCyIHXI 10-5-14 12-5-14 22-11-13 10-5-14 2-0-0 10-5-15 Scale=1:39.2' 3x4= 3x4 = 5 7 6.75 F 12- 19 20 4 8 21 1 ° T 3 T T 9 T T 12 0 RP n \ 10 0 c 3x4= 17 16 15 14 13 12 3x4 3x4= 22-1-12 6.1 60--921-3-12 -------- — _20-10_-03 Plate Offsets(X,Y)-- 5:0-2-0 Ede 7:0-2-0,Edge] _ LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loo) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a n1a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.05 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 11 n/a n/a BCLIL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:152 Ib FT=40% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins,except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):5-7. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1—11/23-0-11,11=-12/23-0-11,2=174/23-0-11,15=237/23-0-11,16=307/23-0-11,17=275/23-0-11,13=307/23-0-11,12=275/23-0-11,f0=174/23-0-11 Max Horz i=82(LC 10) Max Upliftl_51(LC 38),l l=-22(LC 40),2—9(LC 8),16=-46(LC 11),17=-45(LC 11),13=-45(LC 12),12=-45(LC 12) Max Grav f=44(LC 8),11=5(LC 12),2=270(LC 30),15=293(LC 43),16=487(LC 38),17=435(LC 30),13=485(LC 40),12=435(LC 30),10=271(LC 30) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-92/104,2-3=-176/45,3-18=-218/40,4-18—118/49,4-19—212/94,5-19=-119/104,5-6=-120/105,6-7=-120/105,7-20=-119/104,8-20=212/94,8-21=-114/38, 9-21—218/30,9-10=-1 73/20,10-11=-3/39 BOT CHORD 2-17=-18/109,16-17=-18/109,15-16—18/109,14-15=-18/109,13-14=-18/109,12-13=-18/108,10-12.18/109 WEBS 6-15=-215/16,4-16=-417/113,3-17=-376/111,8-13=-417/113,9-12=-376/111 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oo. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 5)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 6)Unbalanced snow loads have been considered for this design. 7)Provide adequate drainage to prevent water ponding. QF NEVA/Y 8)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditio pttER responsibility of the fabricator to Increase plate sizes to account for these factors. rq �S_O& G 9)All plates are 1.5x4 MT20 unless otherwise indicated. Q. 10)Gable requires continuous bottom chord bearing. * V 11)Gable studs spaced at 4.0.0 oc. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 51 Ib uplift at joint 1,221 R at' 9 Ib uplift at joint 2,46 Ib uplift at joint%,45 Ib uplift at joint 17,45 lb uplift at joint 13 and 45 lb uplift at joint 12. tr 1L 13)This truss is designed in accordance with the 2015 International Residential Code sections R502.11 A and R802.10.2 ' standard ANSI/TPI 1. 86306 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified designer. FESS` 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard JobI Russ I russ I ype (Ay Ply Harvest @-D Gutchogue 13-Juniper 171005228 PB28 GABLE ---- 1 Job Referenos(optional) Universal Forest Products,5631 S.NO 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:12 2017 Page 1 ID:GtGyhnlErgjL61 sfBzD2J4yWCud-fTJSha4EyrKBmiyECAORQtcYJWnMg1 gK"gRfylHX) 1-4-5 5--I Scale=1:181 2x4 11 2x4= 9.00 L12 —J/�l —� T�. � >21 3 4 ---- -- -- 256 Li LJ 10 c o 9 8 7 1.5x4= 2x6 11 2x6 11 2x3— 0-3-8 9 _+10-5-13� 9-6-5-6-5 0-8-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP — TCLL 23.1 Plate Grip DOL 1.15 TC 0.39 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 7 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Weight:25 Ib FT=4% BCDL 10.0 LUMBER- BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-4. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 10=0/10-6-2,6=66/10-6-2,9.123/10-6-2,8=340/10-6-2,7=250/10-6-2 Max Horz 10=-1 8(LO 9) Max Upiift6=-3(LC 12),9=-10(LC 7),8=-27(LC 8),7=-1 8(LC 7) Max Grav6=107(LC 27),9=203(LC 26),8=573(LC 26),7=388(LC 26) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 9.10=0/0,1-9=-181/53,1-2 79/21,2.3=-79/21,3-4=-84/23,4-5=-70/14,5-6=-53/11 BOT CHORD 8-9=-7/80,7-8=-7/8015-7=-7/80 WEBS 2-8=-497/14113-7=-3451103 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL-1.60 plate gnp DOL--11.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)10,9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should ven capacity of bearing surface. ®F NEyV 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3 ib uplift at joint 6,10 lb upl' Q1j Re Ib uplift at joint 8 and 18 Ib uplift at joint 7. Gj 11)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 nd nc standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qua ie_ bulldl designer. W 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/ bottom chi !u LOAD CASE(S) Standard ` 5630B !p� A�OFESSIO�P� Job I runs I russ I ype Cary I'ly Harvest tip QUtchogue u iumper 171005228 PB30 — — GABLE 7_� Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8 030 s Apr 8 2017 Print 8.030 s Apr 8 2017 MiTek Industries,Inc. Fri Nov 1713:04:13 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-7gtgvw5sj9S2OsXOmtXgy49kYw7?PU7TLkTNz5yiHX1A 6-8-11 9-1-10 6-8-11 2-4-15 Scale=1:18.; 1.5x4 I I 1.5x4 11 4x4= 2 3 L22 12 Ll T1 W145 I'Ir 9 0 0 8 7 6 1.50= 1.5x4 11 1.5x4 11 2x3 6-8-11 9-1-10 �- ---__ 6-8-11 2-4-15 —i LOADING(psf) SPACING- 1-7-3 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.36 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 4 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TP120114 Matrix-P Weight:25 ib FT=4°k LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 9-1-10 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 9=0/9-1-10,5=26/9-1-10,8=119/9-1-10,4=126/9-1-10,7=32219-1-10,6=132/9-1.10 Max Horz 9=-37(LC 9) Max Uplifts=-51(LC 27),8=-8(LC 8),4.20(LC 12),7=-24(LC 8),6=-11 8(LC 7) Max Gravy=15(LC 12),8=199(LC 26),4=224(LC 27),7=539(LC 26),6=167(LC 32) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 8-9=0/0,1-8=-174/53,i-2=-i9/17,2-3=-20/19,3-4=-67/55,4-5=-12/57 BOT CHORD 7-8=-24/36,6-7=-24/36,4-6=-30/40 WEBS 2-7=-473/145,3-6=-128/47 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL--11.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 3)TCLL•ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Ii;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)9,8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify c of bearing surface. OF EW 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 51 lb uplift at joint 5,8 Ib up o �� Ib uplift at joint 4,24 lb uplift at joint 7 and 18 Ib uplift at joint 6. c' q0 Re 'pr 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,7,6. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. standard ANSI/TPI 1. 13)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom ch ' 14)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. W LOAD CASE(S) Standard $6306 AROFESSIO`t � Job I Fuss I russ I ypeGlty ply Harvest t;utcnogue 13-Juniper 17100522B P631 GABLE 1 1 _ Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:14 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-bsRC6G6UUSav?06dJb2vV IhvJKTD8xMdaOCxVXyIHXV 5-6-5 9-1-10 5-6-5 3-7-5 Scale=1:184 1.5x4 II 1.5x4 11 40= 10 3 F1 11 R 9.00 12 11 2 N Wi T1 19 W2 N 45 LJ 0 0 9 66 8 7 6 2x3= 1.5x4= 1.5x4 11 1.5x4 11 5-6-5 _ 9-1-10 5-6-5 —� 3-7-5 — —� Plate Offsets(X,Y)-- 4:0-2.7 Ed e) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Weill Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.36 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-P Weight:30 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 cc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 cc purlins(6-0-0 max.):1-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (ib/size) 9=0/9-1-10,5=-113/9-1-10,8=121/9-1-10,4=272/9-1-10,7=299/9-1-10,6=94/9-1-10 Max Horz 9=-59(LC 9) Max Uplift5=-212(LC 27),8=-9(LC 8),4=-61(LC 12),7=25(LC 8),6=-15(LC 7) Max Grav5=52(LC 12),8=201(LC 26),4=482(LC 27),7=502(LC 26),6=177(LC 33) FORCES. (ib)-Maximum Compression/Maximum Tension TOP CHORD 8-9=0/0,1-8=-176/54,1-2=-29/31,2-10=-31/33,3-10=-31/33,3-1 i=-40/74,4-11=-119/28,4.5=-44/142 BOT CHORD 7-8=-34/54,6-7=-34/54,4-6=-38/56 WEBS 2-7=-445/137,3-6=-1 29/30 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1, 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;C11=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to Increase plate sizes to account for these factors. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 cc. 9)Bearing at joint(s)9,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should v CKEW Y of bearing surface. Q' ER 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 212 Ib uplift at joint 5,9 Ib 61 Ib uplift at joint 4,25 Ib uplift at joint 7 and 15 Ib uplift at joint 6. Q� r 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,7,6. 12)This truss is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. an re e standard ANSI/TPI 1. Cr 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chr ttF 14)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. Q= LOAD CASEA 66306S} Standard ROFESS10A Job I russI russ I ype C ny NIy Harvest(�c;utcnogue I3-Jumper 17100522B P832 GABLE Job Reference(optional) _ Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fri Nov 1713:04:15 2017 Page 1 ID:GtGyhnlErgIL61 sjBzD2J4yWCud-327aJc76Fmimd9hptIZ82VE7YjontOvmp2yU2,yIHXU 4-3-14 _ 9-1-10 F 4-3-14 4.9-12 --� Scale=1:19.4 1.5x4 11 4x4= 2 9 9.00112 Ln 2 r cl W1 W2 "l M 34 m 0 17 Ir 7 0 0 6 5 2x6= 1.5x4 O 1.5x4 11 h 4-3-14 9-1-10 4-3-14 _ 4-9-12 Plate Offsets(X,Y)-- [6:0-1-12,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loo) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.65 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.14 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 3 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-P Weight:30 Ib FT=4% LUMBER- BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 7=0/9-1-10,4=-25219-1-10,6=154/9-1-10,3=456/9-1-10,5=315/9-1-10 Max Horz 7=-81(LC 9) Max Uplift4=-467(LC 27),6=-1 5(LC 8),3=-125(LC 12),5=-30(LC 7) Max Grav4=11O(LC 12),6=261(LC 26),3=822(LC 27),5=399(LC 32) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 6-7=0/0,1-6=-235!73,1-8=-43/46,2-8=-42/46,2-9=-48/99,3-9—166/37,3-4—95/276 BOT CHORD 5-6=-45/71,3-5=-51/74 WEBS 2-5=-301/108 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1, 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)7,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify c of bearing surface. OF EW 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 467 Ib uplift at joint 4,15 Ib 125 ib uplift at joint 3 and 30 ib uplift at joint 5. C q 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5. 12)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. ale standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom ch W 14)Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ttt - �u LOAD CASE(S) Standard 0630a AROFESSiO�� JobI russ I russ I ype LIty Ply Harvest(N Cutchogue 8-Juniper 171005228 PB37 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8 030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:16 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-XFZzXx8k04gdFJG?R?4NajnDG79Gcrdwl Ih2aQyIHX1 5-11-12 5-11-12 2x4 11 2x4= Scale=1:23.( 1.5x4 II T 3 9.00112 2 r 1 Cr T1 It 4 5 m 0 io Io 7 6 2x4= 1.5x4 11 8-5-5 9-1-5 3-§ 8-1-13 0-8-0 Plate Offsets(X,Y)-- 7:0-1-12 Ed e LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.46 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) n/a n/a 999 BCLDL 10.0 15.0 Rep Stress Incr YES WB 0.11 Hor (C0.00 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:32 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 20 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 8=0/9-1-10,5=-211/9-1-10,7=122/9-1-10,4=416/9-1-10,6=346/9-1-10 Max Horz 8=-103(LC 9) Max Uplift5=-418(LC 27),7=-1 5(LC 7),4=-87(LC 12),6=-40(LC 7) Max Grav5=88(LC 12),7=219(LC 26),4-769(LC 27),6=487(LC 33) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 7-8=0/0,1-7=-190/52,1-9=56/59,2-9=-55/59,2-3—111/77,3-4—183/143,4-5.74/250 BOT CHORD 6-7=-54/8514-6=-54/85 WEBS 3-6.393/129 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;C11=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)8,5,7,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer shou (V NEIV k capacity of bearing surface. 0 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 418 Ib uplift at joint 5,15 Ib p} tR G 87 Ib uplift at joint 4 and 40 Ib uplift at joint 6. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. �2 standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qua f buil designer. W 13)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho N — LOAD CASE66305S) Standard A RO�ESSIO�A Job I Russ I fuss I ype Qty Ply Harvest CN C utchogue U-Junlper 171005228 PB38 LE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO Run,8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MITek Industries,Inc. Fri Nov 1713:04:17 2017 Page 1 ID.GtGyhnlErg1L61 sjBzD2J4yWCud-OR7LkH8MnNyUsTrB?jbc7wJPcXVVLHZ3GMRb6sylHX: 7-2-3 7-2-3 1.5x4 11 2x6= Scale=1:27.E 1 2 1.5x4 11 3 9.00112 2 °P LC LO T 4 5 CO0 1.5x4 8 06 7 6 2x3= 1.5x4 11 0�3 8 8-5-5 9.1-5 0'3- 8-1-13 0-8-0 Plate Offsets - [2:0-3-0,0-0-21, 4:0-2-11 Ede 7:0-1-12 Ed e LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.42 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 5 n/a n/a BOLL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:34 Ib FT=4% BCDL 10.0 _ _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 8=0/9-1-10,5=-204/9-1-10,7=121/9-1-10,4=408/9-1-10,6=349/9-1-10 Max Horz 8=-125(LC 9) Max Uplift5=-380(LC 27),7=24(LC 7),4=-67(LC 12),6—56(LC 12) Max Grav5=82(LC 12),7=186(LC 26),4=723(LC 27),6-555(LC 33) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 7-8=0/0,1-7=-157/38,1-2=-68/70,2-3—141/71,3-4=-194!153,4-5=-74/230 BOT CHORD 6-7=-65/101,4-6=-65/101 WEBS 3-6=-467/144 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=B.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)8,5,7,4 considers parallel to grain value using ANSI(TPI 1 angle to grain formula. Building designer sho eigf NEW capacity of bearing surface. p 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 380 Ib uplift at joint 5,24 Ib y R 67 Ib uplift at joint 4 and 56 lb uplift at joint 6. Q? 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.1 0. standard ANSUTPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qua f buil designer. gt - LJu 13)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho tL� LOAD CASES) Standard a 66306 Ro SSto�P JobI hiss I Russ I ype (Ay Ply Harvest(.i Uutchogue 8-Juniper 17100522B PB39 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:17 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-OR7LkH8MnNyUsTrB?jbc7wJPsXVVLHP3GMRb6sylHXE OF51,1 8-10-4 j 0 5-11 8-4-9 1.5x4 11 Scale=1:33 2 2x4= 1 1.5x4 P-00112 3 217 4 CC CC CID T 4 —-- 5 o ��Ir 8 06 7 6 2x3= 2x4// 1.5x4 II Or3i8 8-5-5 9 1 5 0-3 8 8-1-13 8 Plate Offsets(X,Y)-- 4:0-2-11 Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL, in (loc) Udefl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.41 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 5 n/a n/a BCLL 10.0 Code IRC20151TP12014 Matrix-S Weight:36 Ib FT=4% BCDL 10.0 LUMBER- BRACING. TOP CHORD 2x4 SP No.2 or 2x4 SPF Not TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=0/9-1-10,5=-207/9-1-10,7=119/9-1-10,4=409/9-1-10,6-351/9-1-10 Max Horz 8=-147(LC 9) Max Uplift5=364(LC 27),7=-36(LC 7),4=-47(LC 12),6=-72(LC 12) Max Gravy=74(LC 12),7=169(LC 33),4=704(LC 27),6=586(LC 33) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 7-8=0/0,1-7=-131/35,2-3=-175/67,3-4=-205/164,4-5=-68/222,1-2=-82/84 BOT CHORD 6-7=-76/118,4-6=-76/118 WEBS 3-6=-503/164 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Ii;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4.0-0 oc. 9)Bearing at joint(s)8,5,7,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer sho NEW Y � capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 364 Ib uplift at joint 5,36 1 ftR G 'As 47 Ib uplift at joint 4 and 72 Ib uplift at joint 6. Q� 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. standard ANSVTPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qua uil designer. fn iu 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho 56308 Qin LOAD CASE(S) Standard A RoRESSIO�A Job , piss I cuss I ype Qty Ply Harvest(-D C utchogue U-Juniper 171005228 PB40 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 17 f 3:04:18 2017 Pig-91 ID:GtGyhnlErgjL61sjBzD2J4yWCud-Udhjyd9 Yh4LUdQOYQ7rf8saTxgk4kkCVOA8elyIHXF 7-6-12 7-6-12 1.5x4 11 2x4= Scale=1:29.f 1 2 1- 1.5x4 11 3 9.00112 2 0 LCI T 4 5 c 8 io I6 7 6 2x3= 1.5x4 ii 1.5x4 II Ora 8 8-5-5 9-1-5, 01 8 8-1-13 0-8 0 Plate Offsets(XY)-- f4:0-2-11,Edge1 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.41 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 5 n/a n/a BOLL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:34 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 8=0/9-1-10,5=-205/9-1-10,7=121/9-1-10,4=409/9-1-10,6=348/9-1-10 Max Horz 8=-132(LC 9) Max Uplift5=-373(LC 27),7-28(LC 7),4=-61(LC 12),6=-61(LC 12) Max Grav 5=79(LC 12),7=169(LC 26),4=715(LC 27),6=568(LC 33) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 7-8=0/0,1-7—141/33,1-2=-72/74,2-3=-154/70,3-4=-198/156,4-5=-73/226 BOT CHORD 6-7=-68/106,4-6=-68/106 WEBS 3-6-482/149 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8, MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0.0 oc. 9)Bearing at joint(s)8,5,7,4 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer sho e(V NEW Y capacity of bearing surface. '� 0 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 373 Ib uplift at joint 5,281 G. 'Qr 61 Ib uplift at joint 4 and 61 Ib uplift at joint 6. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. �8 " standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qua f buil designer. Rt 1v 13)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho LOAD CASE(S) Standard k $63013 �O�ESSIO�P JobI russ I russ I ype Ury Ply Harvest(qP Cutchogue ti,luniper 17100522B PB41 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industnes,Inc. Fri Nov 1713:04:19 2017 Page 1 ID:GtGyhnlErgJL61 sjBzD2J4yWCud-ypF59zAdJ?CB6n?a68e4CLPIJLAzpCEMlgwiBlylHXC 6-4-6 6-4-6 2x4 11 2x4— Scale=1:24-4 1 9 2 Li 1,5x4 II 3 9.00112 2 M 1 v T FI 4 5 m o 1.5x4 8 06 7 6 2x3_ 1.5x4 11 Q 3$ 8-5-5 9-1-5, 0 3 8-1-13 Plate Offsets(X,Y)-- 4:0-2-11 EE a :0-1-12 Ed e LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.45 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 5 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:33 Ib FT=4°/u BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=0/9-1-10,5=-206/9-1-10,7=121/9-1-10,4=410/9-1-10,6=348/9-1-10 Max Horz 8=-11 O(LC 9) Max Uplift5_404(LC 27),7=-17(LC 7),4=-81(LC 12),6=42(LC 12) Max Grav5=86(LC 12),7=211(LC 26),4=751(LC 27),6=514(LC 33) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 7-8=0/0,1-7=-182/48,1-9=-59/62,2-9_59/62,2-3=-110/75,3-4=-185/147,4-5=75/243 BOT CHORD 6-7=-58/9014-6=-58/90 WEBS 3-6=-422/133 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h-24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,orconsult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)8,5,7,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer shou eoff NEW), capacity of bearing surface. O 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 404 lb uplift at joint 5,17 Ib j rS11R G 'Qs 81 Ib uplift at joint 4 and 42 Ib uplift at joint 6. 11)This truss is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qu buil designer. qs+ 13)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom cho LOAD CASE(S) Standard A �, ROFESSI Job I russ I russ I ype c 1ty Ply Harvest CcD Qutchogue 6-Juniper 17100522B PB42 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fn Nov 17 13:04:20 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-QOoTNJBF4IK210camgr9JIZxtskVwYf7VyKfFjByIHXF 5-2-0 5-2-0 5x6= Scale=1:201 1.5x4 11 2 9 Ll 9.00 L12 2 n W11 3T1 M 3 --- 4 o 7 Io jo 6 5 2x6= 1.5x4�� 1.5x4 11 0 3-$ 8-5-5 9-1-5 3- 8-1-13 0.8-0 Plate Offsets(X,Y)-- 2:0-3-11 Ede 6:0-1-12 Ed e _ LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.61 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.14 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress[nor YES WB 0.08 Horz(CT) 0.00 3 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-P Weight:31 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly,applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 7=0/9-1-10,4=-306/9-1-10,6=137/9-1-10,3=534/9-1-10,5=307/9-1-10 Max Horz 7=-88(LC 9) Max Uplift4=-567(LC 27),6=-15(LC 8),3=-150(LC 12),5=-29(LC 7) Max Grav4=133(LC 12),6=235(LC 26),3-959(LC 27),5=385(LC 32) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 6-7=0/0,1-6=-213/66,1-8--47/50,2-8=-46/50,2-9=-48/98,3-9=-188/37,3-4=-115/329 BOT CHORD 5-6=-48/77,3-5=-50/78 WEBS 2-5=-278/1 01 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)7,6 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should ver �c�UacPt�p-(nV Y of bearing surface. O 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 567 Ib uplift at joint 4,15 Ib p� KbER G 'Q,r 150 Ib uplift at joint 3 and 29 Ib uplift at joint 5. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.1 0. standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qua buil designer. C 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho LOAD CASE(S) Standard 10, OFESSIO�P JobI russ I cuss I ype Cdty t'ly Harvest(D Gutcrhogue 13-juniper 17100522B PB43— GABLE 1 1 Job Reference o tiona0 Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fn Nov 1713:04:20 2017 Page 1 9-1-5 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-OOoTNJBF4IK2kxamgr9JIZxxokWdYFjVyKfFjBylHXP 9-1-5 Scale=1:18.,r 1.5x4 11 1.5x4 11 44= 2 10 3 F1 F1 F Li Ll 11 9.00112 20i C 0 W7 ST1 W2 °D N :�X 45 m 0 9 -- — - — Io Io 8 7 6 2x4= 1.5x4�� 1.5x4 11 1.5x4 11 3- _ 8-5-5 _ 9-1-5 0-3-8 8-1-1380 0 Plate Offsets(X,Y)-- [8:0-1-12,Edge] _ — LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.36 Vert(LL) n/a n/a 999 MT20 _197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-P Weight:31 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 9=0/9-1-10,5=-151/9-1-10,8=120/9-1-10,4=329/9-1-10,7=305/9-1-10,6=70/9-1-10 Max Horz 9=-66(LC 9) Max Uplift5=283(LC 27),8—9(LC 8),4=-79(LC 12),7=-29(LC 8),6=-10(LC 7) Max Grav5=68(LC 12),8=200(LC 26),4=583(LC 27),7=516(LC 26),6=181(LC 33) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 8-9=0/0,1-8—175/54,1-2=-33/35,2-10=-36/38,3-10=-36/39,3-11_41/80,4-11=-136/31,4-5—58/179 BOT CHORD 7-8=-37/5916-7=-37159,4-6=-41/61 WEBS 2-7=-4621143,3-6=-1 26/41 NOTES- 1)Wind:ASCE 7-10;Vult=f 30mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)9,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should v eficklew Y of bearing surface. E 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 283 lb uplift at joint 5,9 Ib R f�' 'A,s 79 Ib uplift at joint 4,29 Ib uplift at joint 7 and 10 Ib uplift at joint 6. Q� 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. standard ANSVTPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qua buil designer, tttI 49 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom ch o a�1� LOAD CASE(S) Standard A $6305 Qr°� R®FESSIO�P� Job I runs I russ I ype city Ply Harvest(W Uutcnogue 1:3-Jumper 17100522B PB44 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fn Nov 1713:04:21 2017 Page 1 ID.GtGyhnlErgjL61 sjBzD2J4yWCud-uCMsafBtrcSvL48zEZgZHmU6Y8stH67fB_PoFdylHXC 9-1-5 9-1-5 i Scale=1:18 1.5x4 11 1.5x4 11 4x4= 2 3 9.00 Ll2 LI Li Wi T1 W2 2 10 45 Lio 9 o 8 7 6 2x3 = 1.5x4= 1.5x4 11 1.5x4 11 �3$ 8-5-5 9 1 5 b 3 8-1-13 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.36 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-P Weight:27 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No,2 end verticals,and 2-0-0 oc purlins(6.0-0 max.):1-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 9=0/9-1-10,5=-48/9-1-10,8=120/9-1-10,4=168/9-1-10,7=311/9-1-10,6=122/9-1.10 Max Horz 9=-44(LC 9) Max Uplifts—92(LC 27),8=-9(LC 8),4=30(LC 12),7=-23(LC 8),6=-18(LC 7) Max Grav5=25(LC 12),8=201(LC 26),4=298(LC 27),7=520(LC 26),6=163(LC 33) FORCES. (ib)-Maximum Compression/Maximum Tension TOP CHORD B-9=0/0,1-8.176/54,1-2=-22/22,2-3=-22/23,3-10=-33/60,4-10=-84/17,4-5=-20/79 BOT CHORD 7-8=-27/4216-7=-27/42,4-6=-32/45 WEBS 2-7=-456/140,3-6=-122/39 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)9,8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify OF EW�� of bearingsurface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 92 lb uplift at joint 5,9 Ib upli ( t YQ lb uplift at joint 4,23 ib uplift at joint 7 and 18 Ib uplift at joint 6. Gj apo 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 nd ( nc standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qua fie builds designer. r W 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom ch !u LOAD CASE(S) Standard 56306 tr,�� ARO�€SSIO�P� .lobI runs I russ I ype City Fly Harvest 1c,Uutchogue U-.turnper 17100522B PB45 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:22 2017 Page 1 ID:GtGyhnlErgJL61 s)BzD2J4yWCud-MOwEo?CVbwamzEi9nGBoq_OH BYCxOZLoQe8Mn4ylHXr 9-1-5 9-1-5 Scale=1:18.: 5x6 = 2x4 11 1.5x4 11 9.00112 3 --- — -- L 0 cr W11 r -- o 0 0 9 Io Io 8 7 6 1.5x4= 1.5x4 11 1.5x4 11 2x3 Q-3$ 8-5-5 9-1-5 0-33-- 8-1-13 0-8-0 _ Plate Offsets(X,Y)-- 3:0-3-11 Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.37 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.10 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Weight:22 Ib FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 9=0/9-1-10,5=67/9-1-10,8=128/9-1-10,7=327/9-1-10,6.15219-1-10 Max Horz 9=-22(LC 9) Max Uplift5=-3(LC 12),8=-10(LC 7),7=-27(LC 8),6=-8(LC 7) Max Grav5=96(LC 27),8=213(LC 26),7=549(LC 26),6=196(LC 26) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 8-9=0/0,1-8—187/58,1-2—92/26,2-3—96/28,3-4.125/28,4-5=-47/14 BOT CHORD 7-8=-13/94,6-7--13/94,4-6=-15/125 WEBS 2-7=-483/147,3-6=-1 54/59 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Bearing at joint(s)9,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should/vacPty�Y of bearing surface. 0 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3 ib uplift at joint 5,10 Ib u Igpil, 7R G �a Ib uplift at joint 7 and 8 Ib uplift at joint 6. �� t 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. 8 standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qua bull W designer. ttt s to 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho LOAD CASE(S) Standard A 56306 ROFESSI Job I russ I russ I ypetaty Ply Harvest @0Uutchogue 13-Juniper 17100522B T01 HIP GIRDER 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run,8.030 s Apr 8 2017 Print.8.030 s Apr 8 2017 MTek Industries,Inc Fri Nov 1713:04:27 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCudlMj7dGeQSD33?o6apnzXl k6YZlchcfXZws7THyIHX 1-11- 3-7-7 6-11 5 14-6-9 22-1-12 29-9-0 36 4 13 43-0-11 46-7-9 50-6-0 5 -11 4 -11 3 7 7 3-3 15 7-7-4 7-7-4 7-7-4 6-7-13 6-7-13 3-6-15 3-10-7 -5- Scale=1:90E 6x6= 6.75 F12 1.5x4 11 6x6= a _30 5 6 7 31 T3 89 32 T90- 38 11 1.5x4 5x 3 12 6 2x6 I I W7 W c 2 I V14 W6 W V V14 13 K 1 LO 141I? 25 34 35 24 36 37 38 39 23 22 40 41 42 21 43 2044 45 19 46 47 'V 17 4,b 525154516 55 56 48= 4x8 11 6 11 5 14 6 9 22-1-12 29-9-0 36-4.13 43 0-11 50-6-0 6 11 5 7-7 4 7-7 4 7-7-4 6 7 13 6 7 13 _ 7-5-5 Plate Offsets(XY)-- f14:0-5-9,0-0-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL, in (loc) I/deft I1d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.1121-23 >999 480 MT20 244/190 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.71 Vert(CT) -0.1921-23 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.06 14 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.07 23-24 >999 360 Weight:762 Ib FT=40/6 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-11. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Right 2x8 SP No.2 2-6-0 WEBS 1 Row at midpt 7-19,10-19 REACTIONS. (ib/size) 19=6091/0-6-0,25=2662/0-6-0,14=1470/0-6-0 Max Horz 25=-92(LC 45) Max Upliftl9=1266(LC 6),25=-493(LC 6),14=-273(LC 10) Max Grav 19=6947(LC 27),25=2831(LC 28),14=1743(LC 28) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/108,2-3=-457/125,3-4=-3667/708,4-30=-42181796,5-30=-4218/796,5-6=-2223/444,6-31=-2223/444, 7-31=-2223/444,7-32=-39012224,8-32=-390/2224,8-9=-390/2224,9-10=390/2224,10-33=-700/162,11-33=-700/162, 11-12=-1750/358,12-13=-1922/358,13-14=-818/181,14-15=0/74,2-25=-673/112 BOT CHORD 25-34=-530/2605,34-35--530/2605,24-35=-530/2605,24-36=-613/3185,36-37=-613/3185,37-38=-613/3185, 38-39=-613/3185,23-39=-61313185,22-23=-784/4218,22-40=-784/4218,40-41=-784/4218,41-42=-784/4218, 21-42=-784/4218,21-43=-432/2223,43-44=-43212223,20-44=-432/2223,20-45=-432/2223,45-46=-432/2223, 19-46=432/2223,19-47-92f700,47-48=-92/700,48-49=92/700,18-49=-92/700,18-50=-92/700,17-50=-92/700, 17-51=-243/14763 51-52.243/1476,52-53=-243/1476,53-54=-243/1476,16-54=-243/1476,16-55=-258/1577, 55-56=-258/1577,14-56=-258/1577 WEBS 3-24=-174/808,4-24=-192/875,4-23=246/1237,5-23=-263/838,5-21=2389/421,7-21=-453/2392,7-19=-5326/998, 9-19=-681/108,10-19=-3660/651,10-17-31211623,11-17-11086/200,11-16=-247/1158,12-16=-224/148,3-25=-3095/545 NOTES- 1)2-ply truss to be connected together with t Od(0.131"x3")nails as follows: Top chords connected as follows:2x6.2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9.0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F7 or back(B)face in the LOAD CASE(S)sectio connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL=5.0psf;BCDL=S.Opsf;h=24ft;Cat.11;Exp B;eno o POOR 6'. 'Qa (envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1. �� t 4)TCLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1, 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on over s non-concurrent with other live loads. Rt 7)Provide adequate drainage to prevent water ponding. 8)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditi s the.- responsibility of the fabricator to increase plate sizes to account for these factors. ,o30 9)All plates are 4x4 MT20 unless otherwise indicated. �OFESSIO�A 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1266 Ib uplift at joint 19,493 Ib upli 25 and 273 Ib uplift at joint 14. 11)This truss is designed in accordance with the 2015 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6gh@@2PI8gI&4rVepresentation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job I cuss I russ I ype .4 Pry Harvest(D L;utchogue U-Juniper 17100522B T01 HIP GIRDER 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run.8.030 s Apr 8 2017 Print:8 030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 17 13:04:27 2017 Page 2 NOTES- ID:GtGyhnlErgjL61 sjBzD2J4yWCud-jMj7dGeQSD33?c6apnzXl k6YZlchcfXZws7THyIHX 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)360 Ib down and 131 Ib up at 3-4-15,231 Ib down and 56 Ib up at 5-0-2, 207 Ib down and 68 Ib up at 6-7-5,207 Ib down and 68 lb up at 8-2-8,207 Ib down and 68 Ib up at 9-9-11,207 Ib down and 68 Ib up at 11-4-14,207 Ib down and 68 Ib up at 13-0-1,207 Ib down and 68 lb up at 14-7-4,207 Ib down and 68 Ib up at 16-2-7,207 Ib down and 68 lb up at 17-9-10,207 ib down and 68 Ib up at 19-4-13,207 Ib down and 68 lb up at 21-0-0,207 Ib down and 68 Ib up at 22-7-3,207 lb down and 68 Ib up at 24-2-6,207 lb down and 68 Ib up at 25-9-10,207 Ib down and 68 lb up at 27-4-13,207 Ib down and 68 Ib up at 29-0-0,207 Ib down and 68 Ib up at 30-76,207 Ib down and 68 Ib up at 32-2-6,207 Ib down and 68 Ib up at 33-9-9,207 lb down and 68 ib up at 35-4-12,207 Ib down and 68 lb up at 36-11-15,207 Ib down and 68 Ib up at 38-7-2,207 lb down and 68 Ib up at 40-2-5,207 lb down and 68 Ib up at 41-9-8,207 Ib down and 68 ib up at 43-4-11,and 231 lb down and 56 ib up at 44-11-14,and 360 Ib down and 131 Ib up at 46-7-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-61,2-4=-61,4-11=-61,11-15=-61,25-26=-16 Concentrated Loads(lb) Vert:22=-206(F)24=-206(F)23=-206(F)16=-206(F)20=-206(F)34=-360(F)35=-231(F)36=-206(F)37=-206(F)38=-206(F)39=-206(F)40=-208(F)41=-206(F) 42=.206(F)43=-206(F)44=-206(F)45=-206(F)46=-206(F)47=-206(F)48=-206(F)49=-206(F)50=-206(F)51=-206(F)52=-206(F)53=-206(F)54=-206(F)55=-231(F) 56=-360(F) (SOF NEW1 )- OQERG ®'Qa S C.91 7�f n (nom 55305 AR0FESSI011P� Job I Russ I cuss I ype Qty Ply Harvest CcD Uutchogue B-Juniper 17100522B T02 JACK-CLOSED GIRDER 2 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fri Nov 1713:04:28 2017 Page 1 ID:GtGyhnlErgIL61 sjBzD2J4yWCud-BYHV22HGBmLwh9BJ8XIC3FGJPzD90HThoabg?jylHXh 0 11 4 3-0-3 5-8-8 0-11 4 3-0-3 2-8-5 1.5x4 I I Scale=1:18.; 04= 4 11 5 LJ i 9.00 12 x6 i 3 1 W2 1 2 HW1 1 B1 12 13 6 44= 4x10 II 3-0-3 5-8-8 3-0-3 +- 2-8-5 Plate Offsets(X,Y)-- [2:0-7-2,0-0-21 LOADING(psf) SPACING 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.26 Vert(LL) -0.02 6-9 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.03 6-9 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.01 2 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-MP Wind(LL) 0.02 6.9 >999 360 Weight:39 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals,and 2-"oc purlins:4-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 2-6-0 REACTIONS. (Ib/size) 2=318/0-6-0,6=290/Mechanical Max Horz 2=78(LC 8) Max Up1ift2=-70(LC 9),6=-119(LC 6) Max Grav2=468(LC 25),6=377(LC 52) FORCES. (lb)-Maximum Compresslon/Maximum Tension TOP CHORD 1-2=0/63,2-3=371/178,3-4=-123/26,4-11=28/21,5-11=-28/21,5-6=-143/17 BOT CHORD 2-12=-51/104,12-13=-51/104,6-13=-51/104 WEBS 4-6=-159/57 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.ii;Exp B;enclosed;MWFRS (envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 70 Ib uplift at joint 2 and 119 Ib uplift at joint 6. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and re c NEW standard ANSVTPI 1. q� pHER y0 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor . G 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)90 Ib down and 1 Ib 3. and 82 Ib down and 50 Ib up at 4.2-1 on bottom chord. The design/selection of such connection device(s)is the res " others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). : LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) 16, 563085 mak, Vert:1-4=-61,4-5=-61,6-7=-16 OFESS10t, I Concentrated Loads(lb) 1 Vert:12=-54(B)13=-70(B) Job I runs I russ I ype QtY Ply Harvest i D Cutchogue 5-Jumper 171005228 T 3 Diagonal Hip Girder 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Print 8.030 s Apr 8 2017 MiTek Industries,Inc. Fri Nov 1713:0429 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud4irtGOluy3TnJJmVIEpRcSpRyNaC9kGg1 ELEXAyIHX6 -1-8-13 4-8-10 1-8-13 4-8-10 Scale=1:161 3 1.5x4 5.40 12 6 3x4 �T1 W3 2 W B1 7 8 4 5 4x4= 1.5x4 II 4-8-10 4-8-6 LOADING(psf) TCL231 SPACING. 1-7-3 CSI. DEFL. in (loo) Weil L/d PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.01 4-5 >999 360 BOLL 10.0 Rep Stress Incr NO WS 0.02 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.01 4-5 >999 360 Weight:30 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4.8-10 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 5=326/0-6-15,4=216/Mechanical Max Horz 5=81(LC 8) Max Uplift5=48(LC 5),4=-81(LC 6) Max Grav5=331(LC 16),4=240(LC 33) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-278/4311-2=0/76,2-6=-81/6,3-6=-36/39,3-4=-125/28 BOT CHORD 5-7=-79/9,7-8=-79/9,4-8=-79/9 WEBS 2-4=-3/63 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;C11=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. it is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 48 Ib uplift at joint 5 and 81 Ib uplift at joint 4. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)45 Ib down and 45 Ib up at 2-9-9, and 74 Ib down and 45 Ib up at 3-11-6 on bottom chord. The design/selection of such connection device(s)Is the responsibility of others. of NEW 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). '(OPHER G 'Q,f LOAD CASE(S) Standard Q?5 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 U Uniform Loads(plf) Vert:1-2=-61,2-3=-61,4-5=-16 r' n Concentrated LoadsFace Vert:7=-19(B))8 8=-69(F) ` 56306 A�OFESSIO�P� Job I runs I russ I ypeUty ply Harvest Car)Uutchogue 13-Juniper 17100522B T03A Diagonal Hip Girder 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fn Nov 1713:04:29 2017 Page 1 ID:GtGyhnlErgIL61 sjBzD2J4yWCud•f1rtGOluy3TnJJmViEpRcSpRCNbu9kGg1 ELEXAyIHXC -2-4-5 4-1-2 2-4-5 4-1-2 Scale=1:16.£ 3 1.5x4Ja l 5.40 12 6 4x4 2 T1 W3 W1 B1 7 8 4 5 4x6 = 1.5x4 11 4-1-2 4-0-14 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.51 Vert(LL) 0.00 4-5 >999 360 MT20 244/190 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.01 4-5 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.02 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-MP Weight:37 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.1-2 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (ib/size) 5=527/0-6-15,4=56/Mechanical Max Horz 5=82(LC 6) Max Uplift5=-71(LC 9),4=-83(LC 6) Max Grav5=532(LC 16),4=86(LC 23) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-490/59,1-2=-2/122,2-6=-110/10,3-6=-71/20,3-4=-14/69 BOT CHORD 5-7=-79/10,7-8=-79/10,4-8=-79/10 WEBS 2-4=-3/63 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf,BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL--1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 Ib uplift at joint 5 and 83 Ib uplift at joint 4. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)121 Ib down and 7 Ib up at -2-4-5 on top chord,and 45 Ib down and 45 Ib up at 2-2-1,and 54 Ib down and 47 Ib up at 3-3-14 on bottom chord. The design/selection f connection device(s)is the responsibility of others. NES 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). A )'p CO ,�Op"ER G 'Q,r LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase-1.15 O� Uniform Loads(plf) r W Vert:1-2=-61,2-3=•61,4-5=-16 Concentrated Loads(lb) m 1v Vert:1=-11 00(F)7=49(F)8=-19(B) �N -�o� $6305 ARO�SSIO&I Job I Russ I cuss I ype Qty Ply Harvest Ca)Cutcnogue 8-Juniper 171005228 T04 Jack-Closed 2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fn Nov 1713:04:29 2017 Page 1 ID.GtGyhnlErgjL61 sjBzD2J4yWCud-flrtGOluy3TnJJmViEpRcSpW5Ncy9kDg1 ELEXAyIHXC- 0-1 i-4 1-8 13 ~0-11-4 1-8-13 1.5x4 11 Scale=1:13.f 3 9.00 J1 3x6 ii 2 T1 W3 W1 1 W2 Ll B1 4 5 3x4= 1.5x4 11 1-8-13 { 1-8-13 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-MP Wind(LL) 0.00 5 "" 360 Weight:12 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-13 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 5=146/0-4-0,4=31/Mechanical Max Horz5=57(LC 8) Max Upiift5=-11(LC 7),4=-37(LC 8) Max Grav 5=175(LC 17),4=59(LC 21) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-163/62,1-2=0/64,2-3=-53/37,3-4=-29/22 BOT CHORD 4-5=55/33 WEBS 2-4=-34/72 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL.=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. it is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 Ib uplift at joint 5 and 37 Ib uplift at joint 4. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard OF NEW C OpHERQ Q�.r 7� V e r° 0! ` 56305 ARO SS10k, Job I runs I russ I ype Uty Nry Harvest CO)t;utchogue u-jumper 17100522B T05 Jack-Closed 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:30 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-7xPFTkI WINbewTKhFyKg8gMfSmxLuBQzFu4n4oylHXF _ -1-5-4 3-0-15 1-5-4 3-0-15 -� Scale=1:15.4 3 1.5x4 I I 6.75 r 2 6 3x6 1 W3 2 W1 1 W2 �] I __Z_ B1 4 5 3x4= 1.5x4 11 3-0-15 ^� 3-0-15 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.00 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 4-5 >999 360 TCDL 15.0 Rep Stresslncr YES WB 0.02 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.00 5 "" 360 Weight:18 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING. TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=231/0-6.0,4=80/Mechanical Max Horz 5=72(LC 8) Max Upiift5=-16(LC 11),4=-30(LC 8) Max Grav5=255(LC 17),4=109(LC 21) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-232/109,1-2=0/76,2-6=-69125,3-6=-30134,3-4=-63/21 BOT CHORD 4-5=-70/38 WEBS 2-4=-34/78 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 Ib uplift at joint 5 and 30 Ib uplift at joint 4. 8)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard QF NEW Y QpHER0 ®�,r O 66305 v� �ROFESSIO,tkP Job I russ I russ I ype city Ply Harvest(U Cutchogue 1:3-Juniper 171005228 T05A Jack-Closed 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fri Nov 1713:04:30 2017 Page 1 ID:GtGyhnlErgIL61 sjBzD2J4yWCud-7xPFTklWJNbewTKhFyKg8gMczmykuBLzFu4n4cylHXF 1-11-4 2-6-15 1-11-4 2-6-15 Scale=1:15.4 3 1.5x4 11 6.75F1_2 6 3x6 2 1 W3 W1 2 1 Ll B1 4 5 3x4= 1.5x4 11 L 2-6-15 2-6-15 _ LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.00 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.00 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES W13 0.03 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.00 5 ""' 360 Weight:18 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2.6-15 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=273/0-6-0,4=30/Mechanical Max Horz 5=75(LC 8) Max Uplifts=23(LC 11),4=-47(LC 17) Max Grav5=342(LC 17),4-65(LC 21) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-324/134,1-2=0/100,2-6=-72145,3-6=-43/53,3-4=-51/66 BOT CHORD 4-5=-72/39 WEBS 2-4=-38/94 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. it is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 Ib uplift at joint 5 and 47 Ib uplift at joint 4. 8)This truss Is designed in accordance with the 2015 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ,�QF NEIV Y y�P (OPHER G obi V EC: p� f1 jv 56305 v� A�4O SSIO't,P Job I russ I russ I ype (Ay Ply Harvest @D Uutcnogue t3-Juniper 171005226 T06 Jack-Closed 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fn Nov 1713:04:30 2017 Page 1 ID:GtGyhnlErgIL61 sIBzD2J4yWCud-7xPFTkI WINbewTKhFyKg8gMfSmxauBOzFu4n4cylHXF -1 5-4 3-10-3 1 5-4 T 3-10-3 Scale=1:17., 3 1.5x4 I 6.75 12 6 3x6 1 W3 2 W1 1 2 Bi 4 5 3x4= 1.5x4 11 3-10-3 3.10-3 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well L/d PLATES GRIP! TCLL 23.1 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.02 4-5 >999 360 BCDL 15.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-MP Wind(LL) 0.00 5 "" 360 Weight:22 Ib FT=40/6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=255/0-6-0,4=115/Mechanical Max Harz 5=83(LC 8) Max Uplift5=-16(LC 11),4-31(LC 8) Max Grav5=261(LC 17),4=148(LC 21) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-232/116,1-2=017612-6=-82/23,3-6=-35/40,3-4=-95127 BOT CHORD 4-5=-80/44 WEBS 2-4=-38/84 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 Ib uplift at Joint 5 and 31 Ib uplift at Joint 4. 8)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW y_�Cp-HERG. �Q.r C, ` 5630B tp� A�OFESS01 Job I runsI russ I ype City Ply Harvest(w Gutchogue U-Juniper 17100522B T06A Jack-Closed 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fn Nov 1713:04:31 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-b7zdg4J8UhJVYdvupfsvhtunjAGLdea7UYgKc2ylHXE 1-11 4 34-3 1-11-4 3-4-3 Scale=1:17., 3 1.5x4 I I 6.75 12 6 3x6 2 1 W3 W1 \\\� 111,12 1 4 5 3x4= 1.5x4 11 3-4-3 -{ 3-4-3 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.00 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.01 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WS 0.03 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015lTP12014 Matrix-MP Wind(LL) 0.00 5 "" 360 Weight:21 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING• TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 5=288/0-6-0,4=74/Mechanical Max Horz 5=85(LC 8) Max Uplift5=-22(LC 11),4=37(LC 8) Max Grav5=334(LC 17),4=1 10(LC 21) FORCES. (ib)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-310/139,1-2=0/100,2-6=-82/3713-6=-36/46,3-4=-69/33 BOT CHORD 4-5=-82/45 WEBS 2-4=-41/98 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 ib uplift at joint 5 and 37 Ib uplift at joint 4. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard OF NEW Y r o: 66306 AROFESS10t, Job I russ I russ I ype Uty Ply Harvest Co)Uutchogue 13-Juniper 171005228 T07 JACK-CLOSED 2 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fn Nov 1713:04:31 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-b7zdg4J8UhjVYdvupfsvhtumXAD?ddw7UYgKc2ylHXE -0-11-4 4-2-9 5-8-8 0 11-44-2-9 1-5-15 Scale=1:23.4 6x6 = 1.5x4 11 3 4 9.00 12 1 W 3 1.5x4 11 2 1 5 6 3x4 3x4= 4-2-9 5-8-8 4-2-9 11 Plate Offsets(XY)-- [3:0-4-8,0-2-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.52 Vert(LL) -0.04 5-6 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.08 5-6 >787 360 TCDL 15.0 Rep Stress[nor YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BOLL 10.0 Code IRC2015/TP12014 Matrix-MP Wind(LL) 0.00 6 "" 360 Weight:36 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins:3-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=202/Mechanical,6=281/0-4-0 Max Horz 6=106(LC 10) Max Uplift5=-43(LC 8),6=-1 0(LC;11) Max Grav5=259(LC 31),6=469(LC 27) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-6=-366/189,1-2=0/7312-3=-148/149,3-4=-59/64,4-5=-76/27 BOT CHORD 5-6=-39/63 WEBS 3-5=-187/67,3-6=-1 20/38 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 Ib uplift at joint 5 and 10 Ib uplift at joint 6. 9)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and refere c standard ANSI/TPI 1. 1' OFNEyy ' 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord � C _'ppHER G `•p, LOAD CASE(S) Standard U Lu 56306 A'OFESSIO A Job I russ 1 russ I ype Uty Ply Harvest C�Cutchogue 13-Jumper 17100522B T08 JACK-CLOSED 2 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Pnnt:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:32 2017 Page 1 ID:GtGyhnlErgjL61sJBzD2J4yWCud-310(OuQKmF rLAnU4NNN8E5RwHaZHM5!GJCZu8VyIHXE -0-11-4 5-4-15 5-8- 0-11-4 5-4-15 0-3- Scale=1:28.; 1.5x4 II 3 9.00 12 6 1 3x6 2 '- W2 1 Ll # - 4 5 3x8= 1.5x4 11 1- 141 1-81 2-10-4 2-10-4 LOADING(psf) 23 1 SPACING 1-7-3 CSI. DEFL. In (loc) Well Ud PLATES GRIP TOLL(Ground Snow--30.0) Plate Grip DOL 1.15 TO 0.58 Vert(LL) -0.04 4-5 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.30 Vert(CT) -0.08 4-5 >787 360 BCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.00 5 ""' 360 Weight:32 Ib FT=4% LUMBER- BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5.8-8 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=281/0-4.0,4=202/Mechanical - Max Horz 5=130(LC 8) Max Uplift5=-4(LC 11),4=-55(LC 8) Max Grav5=299(LC 22),4=255(LC 21) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-241/110,1-2=0/64,2-6=-125/45,3-6=-62/93,3-4=-176/59 BOT CHORD 4-5=-128/76 WEBS 2-4=-65/116 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 Ib uplift at joint 5 and 55 Ib uplift at joint 4. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 8F NEW r® OQ-HER0 EC: o 2� u 66308 ��OfESS9O�P� Job I runs I russ I ype W Ply Harvest Cd)Uutcnogue U-Juniper 17100522B T09 JACK-CLOSED 22 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030"s Apr 8 2017 Print:8.030 s Apr 8 2017 Mi ek Industries,Inc. Fri Nov 1713:04:32 2017 Page 1 ID.GtGyhnlErgjL61 sjBzD2J4yWCud-3KXOuQKmF_rLAnU4NNNBE5RwHaZHM5iGjCZu8VyIHXC 0 11 4, 5-8-8 0114 5-8-8 ---� Scale=1:28.4 1.5x4 11 3 9.00 F12 6 AK 3x6 2 W2 B#- - 4 5 4x4= 1.5x4 11 5-8-8 5-8-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.04 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.08 4-5 >787 360 TCDL 15.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-MP Wlnd(LL) 0.00 5 .*" 360 Weight:32 Ib FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=281/0-4-0,4=202/Mechanical Max Horz 5=130(LC 8) Max Uplift5-4(LC 11),4=55(LC 8) Max Grav5=299(LC 22),4=255(LC 21) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-241/110,1-2=0/64,2-6=-125/45,3-6=-62193,3-4=-176/59 BOT CHORD 4-5=-128/76 WEBS 2-4=-65/116 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. it is the responsibility of the fabricator to Increase plate sizes to account for these factors. 6)Refer to girders)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 Ib uplift at joint 5 and 55 Ib uplift at joint 4. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSnPI 1. LOAD CASE(S) Standard OF ,�OPWER G ®,p V a 0 to- 56305 ARo SStOXI Job I russ I russ 1 ype (Xy fly Harvest(�Cutchogue B-Jumper 171005228 T10 HIP 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MITek Industries,Inc. Fn Nov 17 13:04:33 2017 Page 1 ID:GtGyhnlErgjL61sjBzD2J4yWCud-YW5051LPOIzOnw3Gx4uNml_2V t95MAQxsJRgxylHXC 1-11 (t 4 8-3 , 9-0-15 �_ 17-0-7 25 0-O 32-11 9 40-11-1 45-6-13 5060 5 11 4 1-11- 4-8-3 4 4-11 7-11-9 7-11 9 7-11-9 7-11-9 4 7 11 -�—4-11-35 Scale://8"=1 4x6= 8x8= 6.75 F12 4x6= 4 25 266 27 28 8 >1.5x4 2x6 11 3t'� V % W 5 6 8 W 9 5x6 2 10 LU .. 20 19 18 17 16 15 14 13 T 48= 4x8= 410 11 9-0-15 19 4 15 29-9-0 40-11-1 50-6-0 9 0-15 10 4 1 10-4-1 11-2-1 9 6 Plate Offsets(X,Y)-- [6:0-4-0,0-4-81,[11:0-7-1,0-0-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.0817-19 >999 480 MT20 244/190 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.45 Vert(CT) -0,1617-19 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.03 15 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.02 17-19 >999 360 Weight:372 Ib FT=40/6 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals,and 2-0-0 oc purlins(5-6-11 max.):4-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: SLIDER Right 2x8 SP No.2 2-6-0 .6-0-0 oc bracing:13-15. WEBS 1 Row at midpt 5-19,6-15,7-15 REACTIONS. (Ib/size) 15=2297/0-6-0,20=1118/0-6-0,11=672/0-6-0 Max Horz20=-1 08(LC 9) Max Upliftl 5=-1 03(LC 8),20=-42(LC 11),11=-53(LC 12) Max Grav 15=3197(LC 29),20=1380(LC 30),11=1009(LC 30) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/108,2-3=-253/101,3-4=-1 425/271,4-25=-1242/268,5-25=-1 245/268,5-26=-1149/240,6-26=-1149/240, 6-27=-56/966,7-27=-56/966,7-28--500/154,8-28=-499/154,8-9=-6621138,9-10=-967/166,10-11=-289/0,11-12=0/74, 2-20=-5321176 BOT CHORD 19-20=-132/1107,18-19=-119/1448,17-18=-1 19/1448,16-17=-43/304,15-16=-431304,14-15=-245/108,13-14=-245/108, 11-13=-52/775 WEBS 3-19=-167/229,4-19=0/264,5-19=-256/252,5-17=-816/186,6-17=-122/1247,6-15=-2058/345,7-15=-1572/292, 7-13=-89/885,8-13=-269/74,9-13=-3921112,3-20=-1265/182 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;C11=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. t05:NEW), responsibility of the fabricator to Increase plate sizes to account for these factors. .�Q� pHEl� 0 7)All plates are 4x4 MT20 unless otherwise Indicated. 6j q0 G 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 103 ib uplift at joint 15,42 1 up' joi and 53 Ib uplift at joint 11. 'y`{ 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 nd a ere standard ANSI/TPI 1. LU 10)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom ch - M�AT LOAD CASE(S) Standard $6305 10 $6305 Job I runs I cuss I ype (1ty t'ly Harvest�y C utchogue k3 Juniper 17100522B Tii HIP 1 1 Job Reference o trona/ Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MITek Industries,Inc. Fri Nov 1713:04:34 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-OifmJ5L1 no53P4eTUnPcJWWGHOC3gpPZAW2?DNyIHXB 0 11-4 6-3 12-2 8 19 1 4 26 0 0 32 10-12 39 9 8 45 6 0 51 6 0 5 -11 4 0 1 4 6-3-90 5-11-8 6-10 12 6 10-12 6-10 12 6-10 12 5-8 8 6-0-0 5 Scale=1:94.( 6x6= 1.5x4 11 4x6= 6.75 F12 5 6� 7 8 139 32 10 1.5x4 W 1.5x4 i cc 30 4 3 5 11 5x6� a 2 3/ 12 r, 1 13 m BI B9 Bi I 21 20 19 18 17 16 15 4x8= 4x8= 4x10 II 3x6 I I ' 10-5-5 19-1-4 30-9-0 39 9 8 51-6-0 10-5-5 8-7-15 11-7-12 9 0 8 11-8-8 Plate Offsets(X,Y)-- 13:Ed a 0-0.0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.0817-19 >999 480 MT20 244/190 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.1717-19 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.03 17 n/a n/a BOLL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.02 19-21 >999 360 Weight:383 Ib FT=40/6 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins,except BOT CHORD 2x6 SP No.2 2-0-0 oc purlins(6-0-0 max.):5-10. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x4 SP No.3 2-6-0,Right 2x8 SP No.2 2-6-0 WEBS 1 Row at micipt 5-19,8-17,9-17 REACTIONS. (Ib/size) 2=109210-6-0,17=2344/0-6-0,13=669/0-6-0 Max Horz 2=-1 07(LC 9) Max Uplift2=-39(LC 11),17=83(LC 8),13=-54(LC 12) Max Grav2=1414(LC 30),17=3157(LC 29),13=1041(LC 30) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-30=961/36,3-30--941/41,3-4=-1623/320,4-5—1449/293,5-31=-1207/259,6-31—1209/258,6-7.1207/258, 7-8=-1207/258,8-9=-35[724,9-32=-383/134,10-32=-381/135,10-11=-563/111,11-12=-817/157,12-13=-534/0, 13-14=0/74 BOT CHORD 2-21=-183/1538,20-21=-62/1179,19-20=-62/1179,18-19=-30/346,17-18=-30/346,16-17=-372/180,15-16=-372/180, 13-15=-35/790 WEBS 4-21=-552/153,5-21=30/592,5-19=-441153,6-19=-785/172,8-19=-162/1264,8-17=-1934/331,9-17=-1417/279, 9-15=-129/986,10-15=-300/84,11-15=-585/155 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. taf NEpV Y responsibility of the fabricator to increase plate sizes to account for these factors. .�P� p"ER 7)All plates are 4x4 MT20 unless otherwise indicated. Gj �O G �6 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 Ib uplift at joint 2,83 Ib lift `fht and 54 Ib uplift at joint 13. 9)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11 A and R802.10.2 nd a re standard ANSI/TPI 1. 10)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom ch LOAD CASE(S) Standard 563085 A�OFEESSI04 Job I russ I russ I ype city ply harvest Cu t;utchogue 8-Juniper 171005228 T12 HIP 1 --1 Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Pnnt:8.030 s Apr 8 2017 MiTek Industries,Inc Fri Nov 1713:04:34 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-oifmJ5L1 nc53P4eTUnPCJWWF20CGgnsZAW2?DNyIHXB 0j111 4 7-3-13___ 14-4-1 1 221 6 29 10-10 37-7-15 � 51-6-0 52-11 4 0-11 4 7 3 13 7 0 5 7-9-4 7-9 4 7-9 4 6 9 5 7 0 13 5 Scale=1:97.; 6.75 12 6x6= 1.5x4 I I 6x6= 6 7338 R1� 34 10 1.5x4\\ 2 5 11 1.5x4 4 3 W5 W7 12 8 T 35 5x6 cc 3 3 1 13 a 1 14 co _ 36 Ir 22 21 20 19 18 17 16 4x8= 4x10 II 3x6 11 , 10-5-520-7-3 30-9-0 40 11 12 51-6-0 10-5.5 10-1-14 10-1-13 10.2-12 10-6-4 Plate Offsets(X,Y)-- f14:0-7-1,0-0-4] LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.0720-22 >999 480 MT20 244/190 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.1420-22 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.03 14 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.0220-22 >999 360 Weight:384 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins,except BOT CHORD 2x6 SP No.2 2-0-0 oc purlins(6-0-0 max.):6-10. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: SLIDER Left 2x4 SP No.3 2-6.0,Right 2x8 SP No.2 2-6.0 6-0-0 oc bracing:16-18. WEBS 1 Row at midpt 6-20,9-18,10-18 2 Rows at 1/3 pts 7-18 REACTIONS. (Ib/size) 2=1093/0-6-0,18=2345/0-6-0,14=667/0-6-0 Max Horz 2=-1 24(LC 9) Max Uplift2=-48(LC 11),18=42(LC 8),14.-61(LC 12) Max Grav2=1464(LC 30),18=2964(LC 29),14=1054(LC 30) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-31=0/25,2-31=0/45,2-3=-961/41,3-32=-1 831/298,4-32=-1 675/312,4-5=-1569/300,5-6=-1399/318,6-33=-844/233, 7-33=-847/232,7-8=0/566,8-9=0/566,9-34=-3/596,10-34=-3/598,10-11=-547/149,11-12=-710/126,1235=-820/150, 13-35=-958/134,13-14=-44210,14-36=0/69,15-36=0/25 BOT CHORD 2-22=-169/1622,21-22=-64/1000,20-21—64/1000,19-20=-53/786,18-19=-531786,17-18=-28/187,16-17=-28/187, 14-16=-23/806 WEBS 4-22=-653/187,6-22=-76/834,6-20=-629/94,7-20=0/761I 7-18=-1711/266,9-18=-888/195,10-18=-1174/194, 10-16=-71/806,12-16=-655/185 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. or-NEW y 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection condi lo I pHER O responsibility of the fabricator to Increase plate sizes to account for these factors. C2 7)All plates are 4x4 MT20 unless otherwise indicated. Q.�S�O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 48 Ib uplift at joint 2,42 Ib p o and 61 Ib uplift at joint 14. 9)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802,10.2 Q fer W standard ANSI11'PI 1. 1(/ 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho d�(P LOAD CASE(S) Standard A 56308 �ly� ROFESSIO�P' Job i russ i russ i ype Uty Ply Harvest(.0 Cutchogue 1:3-Juniper 171005228 —�T13 PIGGYBACK BASE 4 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fn Nov 1713:04:36 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-y5mWknNHIDLne0orcCR40xcXBBiblgtsepX5HGyIHXE 2-6-0 -0 11,-4 8-5-13 14.5-11 1 • -0 22-10 8 30 9 0 37-8.5 44-4-7 51-6-0 5 -11 4 0-11.4 5-11-13 5-11-13 0-6-5 7-10 8 7-10 8 8-9-5 6-10-1 7-1-9 5 2.6-0 Scale=1:93.E 1.5x4 11 1.5x4 11 6.75 F12 6x6 4x8= 4x4= 6x6= 67 3 8 9 10 11 4x6 — 4x4 T 4x4 T 12 1.5x4 4 5 W 7 try 13 14 W6 9 W3 HW1 6 37 5x6 2 � c 1) 14 1 24 2398 15 Ir l 25 4x4= 22 21 20 i9 18 17 3x6 11 4x6— 1.5x4 11 4x4= 4x8 — 4x4= 4x4= 410 11 1.5x4 11 6x10 MT18H= 10x20= 2-6-0 8-5-13 15-0-0 _, 22-10 8 _ 30-9-0 40-11-12 , 51-6-0 2 6 0�-5-11-13 ~— 6 6 3 7-10-8 7-10-8 10-2-12 10-6-4 Plate Offsets X [2:0-2-0&Q_:8 3:1-1-4,0-7-91,[15:0-7-1,0-0-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.91 Vert(LL) -0.24 3-24 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.66 Vert(CT) -0.40 3-24 >932 360 MT18H 197/144 TCDL 15.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.24 19 n/a n/a BOLL 10.0 Code IRC2015/TPI2014 Matrix-MS Wlnd(LL) 0.09 3-24 >999 360 Weight:407 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins,except Ti:2x6 SP DSS 2-0-0 oc purlins(6-0-0 max.):6-11. BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-9-15 oc bracing. Except: 62:2x4 SP No.3,B3:2x6 SP DSS,134:2x4 SP No.2 or 2x4 SPF No.2 1 Row at midpt 7-23 WEBS 2x4 SP No.3`Except* WEBS 1 Row at midpt 5-23,10-19 W7:2x4 SP No.2 or 2x4 SPF No.2 2 Rows at 1/3 pts 8-19,11-19 SLIDER Left 2x4 SPF or SP No.2 2-6.8,Right 2x8 SP No.2 2-6-0 REACTIONS. (Ib/size) 2=803/0-6-0,19=3070/0-6-0,15=236/0-6-0 Max Horz 2=-1 27(LC 9) Max Upllft2=-34(LC 11),19—96(LC 8),15=-109(LC 12) Max Grav2=1091(LC 30),19=3685(LC 29),15=598(LC 34) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45,2-3=507/112,3-34=-1 459/235,4-34=-1412/239,4-5=-1206/257,5-6=-581/209,6-7=•485/221,7-35=-479/224, 8-35=-479/224,8-9=-79/1869,9-10=-79/1869,10-36—79/1869,11-36=79/1869,11-12=-163/762,12-13=-183/653, 13-37=-291/601,14-37=-438/510,14-15=-396/0,15-38=0/69,16-38=0/31 BOT CHORD 2-25=-210,3-25=-14.1237,3-24=-107/1268,23-24=-107/1277,22-23=-886/132,7-23=642/119,21-22=-633/134, 20.21—633/134,19-20=633/134,18-19--800/198,17-18=-800/198,15-17=-437/369 WEBS 5-23=-1211/187,8-22=-137/1278,8-21=0/239,8-19=-2146/315,10-19=-840/180,11-19=-1 827/239,11-17-86/924, 13-17=-757/200,5-24=0/402,6-23=-122/375 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhang �OF NEW P� non-concurrent with other live loads. � pYO 5)Provide adequate drainage to prevent water ponding. CO q0 HER 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection condi ons ! th responsibility of the fabricator to increase plate sizes to account for these factors. V 7)All plates are MT20 plates unless otherwise indicated. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 34 Ib uplift at joint 2,96 Ib �i at j and 109 Ib uplift at joint 15. (� 9)This truss is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 a 8J standard ANSVTPI1- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A ROSSIO�P LOAD CASE(S) Standard Job I russ I russ I ype (tty Ply Harvest r81 Gutchogue t3-Jumper 171005228 T17 PIGGYBACK BASE GIRDE 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc Fri Nov 1713:04:40 2017 Page 1 2-6.0 15.0-0 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-gs01 Z9QoMSsD7?5cr2WOYnmKoo9CEVSSYRVJQI ylHX: .001-4 6.5-14 , 10-5-12 i 14-5-11 F+ 21.5 12 25 6 P r 30.9-0 _�6.5_ 44-4-7 51-6-0 52-11,4 0-17-4 311-14 3-11-14 3.11-140-6-5 6-5-12 4-0-4 5-3-0 6-9-5 6-10-1 7-1.9 2-6-0 Scale=1:104.( 2x4 11 6.75 F12 6x6 = 6x6= 6x6= 7 8 9 39 10 11 12 40 13 5x6 Ta Ta T 4x8 5 6 14 4x6 10x10 15 LC 8x12 = W4 4 8 /2 : 4 4 7 38 7 9 41 16 0 1 — — 17100 0 43 44 29 45 2846 27 48 —� 1�I 32 31 2x6 11 8x8 — 47 26 49 50 25 51 5224 53 23 22 21 20 19 2x4 I I 3x8 11 4x10= 1.5x4 11 3x8 II 10x20= 25-6.0 2-6 0 6-5-14 10-5-12 i 15-0-0 21 4-0 21- -12 30-6-0 30 -0 37-6.5_ 44-4-7 51-6-0 �26-03.1 3-11-14 4.64 6-4.0 0-1 124-0-4 50-0 0- -0 6-9-56101 7-1.9 Plate Offsets(X,Y)-- [2:0-5-0,0_5-3 3:0-4-8,0-4-0L[3:0-1-12,0-1-0,[6:0-2-0,0-2-81,[9:0-1-12,0_2-12 26:0-44 0-2-8 27:0-7-4,0-3-121,128:0-3-8,0-4-121,[29:0-4 8,0-1-0 _ LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.1527-28 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.87 Vert(CT) -0.2529-30 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.14 25 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.05 29-30 >999 360 Weight:920 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, T2,T1:2x6 SP DSS except end verticals,and 2-0-0 oc purlins(6-0-0 max.):7-13. BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 61:2x4 SP SS,62:2x4 SP No.2 or 2x4 SPF Not,133,135:2x6 SP DSS 1 Row at midpt 8-27 WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 6-27,9-25 W7,W10,W12,W3:2x4 SP No.2 or 2x4 SPF No.2,Wi:2x8 SP DSS SLIDER Right 2x6 SP No.2 2-6-0 REACTIONS. (Ib/size) 25=12168/30-2-0,25=12168/30-2-0,24=856/30-2-0,22=402/30-2-0,22=402/30-2-0,21=604/30-2-0,19=-400/30-2-0,17=194/30-2-0,32=4746/0-6-0, 17=194130-2-0 Max Horz 32=-139(LC 7) Max Uplift25=-904(LC 6),24=-96(LC 5),22=44(LC 43),21=-7(LC 10),19—568(LC 30),17.165(LC 48),32=-308(LC 9) Max Grav25=12415(LC 27),25=12168(LC 1),24=1071(LC 27),22=632(LC 39),22=402(LC 1),21=729(LC 28),19=489(LC 38),17=662(LC 38),32=5105(LC 28), 17=194(LC1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-37=0/31,2-37=0/54,2-3=-109281708,3-38=-11068/711,4-38=-10995/726,4-5=-6001/352,5-6=-5848/366, 6-7=-2070/198,7-8=-1818/187,8-39=-1798/187,9-39=-1798/187,9-10=-186/3126,10-1l=-186/3126,11-12=-149/2561, 12-40=97/1904,13-40=-97/1904,13-14=-109/1353,14-15=-155/1173,15-41—228/394,16-41—366/313,16-17—152/57, 17-42=0/69,18-42=0/3112-32=-5107/343 BOT CHORD 31-32=-56/711,30-31=-65/213,3-30=-8111323,30-43=-467/8104,43-44=-467/8104,29-44=-467/8104,29-45=-468/8142, 45-46=-468/8142,2846=468/8142,28-47=-294/5100,47-48=-294/5100,27-48=-294/5100,26-27=-98/1339, 8-27=-405/371,26-49=-56/120,49-50=-56/120,50-51=56/120,25-51=-56/120,25-52=-2561/217,52-53=-2561/217, 24-53=-2561/217,23-24=-1904/170,22-23=-1904/170,21-22=-1074/120,20-21=-273/297,19-20=-273/297, 17-19=-273/297 WEBS 4-29=-103/2765,4-28=-3852/254,6-28=-294/5410,6-27=5074/327,7-27=-120/525,25-27=-32511267,9-27=-498/7728, 9-25=-6447/465,11-25—1343/90,11-24=-134/1047,12-24=-1352/100,12-22=-323/896,13-22=-1389/88,13-21=-187/196, 15-21_1219/139,15-19=-264/719,4-30=-232/2056,2-30=-487/7554,30-32=-140/748 ®F NEVA Y NOTES- O 1)2-ply truss to be connected together with 10d(0.131"x3')nails as follows: �ij q0PHER G , �t Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. ' Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face In the LOAD CASE(S) n. connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. to x 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;e (envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.6 X6308 4� 4)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu= 5)Unbalanced snow loads have been considered for this design. OFESS%ON 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the CoM#WNI&8ht�e fabricator to increase plate sizes to account for these factors. Job I runs I russ I ype CMy Ply Harvest(_)Cutchogue U-Jumper 171005228 TW PIGGYBACK BASE GIRDE 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8 030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fri Nov 1713:04:40 2017 Page 2 NOTES- ID:GtGyhniErgjL61 sjBzD2J4yWCud-gs01 Z9QoMSsD7?5cr2WOYnmKoo9CEVSSYRVJQI yIHX° 9)All plates are 4x4 MT20 unless otherwise indicated. 10)Solid blocking is required on both sides of the truss at joint(s),17. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 904 Ib uplift at joint 25,96 Ib uplift at joint 24,44 Ib uplift at joint 22,7 Ib uplift at joint 21,568 Ib uplift at joint 19,165 Ib uplift at joint 17,308 Ib uplift at joint 32 and 165 Ib uplift at joint 17. 12)This truss is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)237 Ib down and 79 Ib up at 2-4-4,885 Ib down and 48 Ib up at 3-10-7, 946 Ib down and 51 Ib up at 5-5-10,1000 Ib down and 55 Ib up at 7-0-13,1049 Ib down and 60 Ib up at 8-8-0,1087 Ib down and 69 Ib up at 10-3-3,1087 Ib down and 77 Ib up at 11-10-6,1044 Ib down and 81 Ib up at 13-5-9,1031 Ib down and 71 ib up at 15-2-12,1017 Ib down and 98 Ib up at 16-7-15,1017 Ib down and 98 Ib up at 18-3-2, 1017 Ib down and 98 Ib up at 19-10-5,1017 Ib down and 98 ib up at 21.5-8,and 1017 Ib down and 98 Ib up at 23-0-11,and 1017 Ib down and 98 Ib up at 24-7-14 on bottom chord. The design/selection of such connection device(s)Is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-61,2-7=-61,7-13=-61,13-18=-61,31-32=-16,27-30=-16,26-33=-16 Concentrated Loads(lb) Vert:31=-237(8)28=-1087(B)27=-1031(B)25=-1017(B)43=-885(B)44=-946(B)45=-1000(B)46=-1 049(B)47=-1087(8)48=-1 044(B)49=-1017(B)50=-1017(B) 51—t017(B)52=-1017(B)53=-1 017(8) ��OF NEW _,'pppl4ERG ®,A P- , 0! 0 66306 AR�FESSIOR, Job I Puss I russ I ype Qty Ply Harvest�a Cutchogue U-Juniper 171005226 T18 SCISSORS 3 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:40 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-gs01 Z9QoMSsD7?5c2WOYnmJGoJ9EfnSYRVJQI ylHX5 1-111 1-4 6-0-0 12-0-0 _ 13-11-4 1- -4 6-0-0 6-0-0 1-11-4 44 Scale=1:32.E 3 9.00 12 9 liv, 10 W2 7 W2 cc 3x8 B 6x6 1 3x8 00N 2 4 M N 7.00 F12 5 r 6 8 3x4 11 3x4 11 6=0-0 _12-0-0 6-0-0 -� 6-0-0 Plate Offsets(X,Y)-- [2:0-3-4,0-1-81,[4:0-3-4,0-1-81 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.04 6-7 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.09 6-7 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.07 6 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) -0.01 7 >999 360 Weight:63 Ib FT=4% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5.6-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 8=577/0-6-0,6=577/0-6.0 Max Horz 8=121(LC 10) Max Uplift8=-32(LC 11),6=-32(LC 12) Max Grav8=593(LC 21),6=593(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/122,2-9=-989/0,3-9=-870/0,3-10=-895/0,4-10=-1014/0,4-5=0/122,2-8=-630/171,4-6=-583/171 BOT CHORD 7-8=-132/281,6-7=-84/228 WEBS 3-7=0/807,2-7=0/591,4-7=-20/701 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Bearing at joint(s)8,6 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 ib uplift at joint 8 and 32 Ib uplift at joint 6. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and refers c standard ANSVTPI 1. '(SOF NEw), LOAD CASE(S) Standard y �-0?V4ER G 0 � V E: ' W 1(/ ` 6630S ARO SSI®�P\. Job I russ I Russ I ype C]ty Ply Harvest()C:utchogue B-Juniper 171005226 Ti BGE GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:41 2017 Page 1 ID:GtGyhnlErgJL61s1BzD2J4yWCud-J2aPnVRO71_419gpPm1F5 JUOCIFz9ybn5FsyTyIHX4 1 11-4 6-0-0 12-0-0 13-11-4 1-11-4 6-0-0 — 6-0-0 Scale=1:28.: 4x4 5 4 6 9.00 52 T T 13 3 T 7 5x6 2x6 II T B 14 12 1 T 2x6 II CP 2 8 15 11 lc� 7.00 12 9 r- 10 16 6-0-0 12-0-0 6-0-0 6-0-0 LOADING(psf) SPACING 1-7-3 CSI. DEFL. In (ioc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Gnp DOL 1.15 TC 0.52 Vert(LL) 0.02 9 n/r 180 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.01 9 n/r 80 TCDL 15.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 10 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-R Weight:53 Ib FT=4% BCDL 10.0 LUMBER- BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 cc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 16=228/12-0-0,13=148/12-0.0,10=228/12-0-0,14=176/12-0-0,15=98/12-0-0,12=176/12-0-0,11=98/12-0-0 Max Horz 16-121(LC 10) Max UplIft16=-94(LC 7),13=7(LC 10),10=-43(LC 12),14=-36(LC 11),15=-53(LC 8),12=-36(LC 12),11=-48(LC 7) Max Gravl6=296(LC 17),13=200(LC 24),10=296(LC 17),14=199(LC 18),15=164(LC 21),12=199(LC 19),11=159(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/122,2-3=-53/87,3-4.78/131,4-5—126/173,5-6=-126/173,6-7=78/131,7-8=-43/82,8-9=0/122,2-16=-238/173,8-10=238/173 BOT CHORD 15-16=110/97,14-15=-106/102,13-14=-109/101,12-13=-108/101,11-12=-109/102,10-11—101/97 WEBS 5-13=-1 72142,4-14=-165/94,3-15=-137/49,6-12=-165/94,7-11=-137/47 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 7)All plates are 1.5x4 MT20 unless otherwise Indicated. 8)Gable requires continuous bottom chord bearing. 9)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). OF NEW 10)Gable studs spaced at 2-0-0 cc. Q't�G yO 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 Ib uplift at joint 16,7 Ib 43 lb uplift at joint 10,36 Ib uplift at joint 14,53 Ib uplift at joint 15,36 Ib uplift at joint 12 and 48 Ib uplift at joint 11. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)13,14,15,12,11. 13)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. an rete standard ANSI/TPI 1. n W LOAD CASE(S) Standard N S6306 lr,� �ROFESSIO�P\. Job I runs I russ I ype city Ply Harvest C)Cutcnogue 8-juniper 171005228 T19 Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:41 2017 Page 1 ID:GtGyhniErgjL61sjBzD2J4yWCud-J2aPnVRQ71 419gpPm1F5 JS9CXLz_Vbn5FsyTyIHX'd -1-11-4 5-5-12 10-8-0 1510-4 21-4-0 23-3.4 1-11-4 5-5-12 5-2 4 5-2-4 5-5-12 _417-1 1 5x8 Scale=1:49.S 4 12 13 9.D0 12 4x4 i 1.5x4 3 5 J 6 3x4 II 2 9 \ 5x6 co 2 5x6 6 0 co 11 10 7.00F1_2 8 3x6= 5x6= 3x4 11 9-10-0 15-4-0 21-4-0 9-10-0 5-6-0 6-0-0 Plate Offsets - 4:0-5-1,0-2-8 [6:0-2-8,0-2-81,[9:0-3-12,0-2-81,[10:0-4-0,0-2-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.70 Vert(LL) -0.2410-11 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.51 10-11 >498 360 TCDL 15.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.19 8 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) -0.05 9 >999 360 Weight:120 Ib FT=40% BCDL 10.0 LUMBER- BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. (Ib/size) 8=936/0-6-0,11=936/0-6-0 Max Horz 11=175(LC 10) Max UpIIft8—43(LC 12),11_43(LC 11) Max Grav8=978(LC 22),11=978(LC 21) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/122,2-3.335/78,3-12=-774/196,4-12_689/211,4-13=-2103/204,5-13—2179/189,5-6=-?289/126,6.7=0/122,2-11=421/170,6-8=947/204 BOT CHORD 10-11--36/745,9-10=0/717,8-9=-79/198 WEBS 3-10=-233/153,4-10=-126/98,4-9=-10/1764,5-9=-288/172,3-11=711/124,6-9=0/1778 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 6)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 Ib uplift at joint 8 and 43 Ib uplift at joint 11. 8)This truss is designed in accordance with the 20115 International Residential Code sections R502.11.1 and R802.10.2 and re NEW standard ANSI/TPI 1. C�CQ•\y�Q�FiER LOAD CASE(S) Standard 0 2� 563�,� A�OFESSIO�P Job I russ I fuss I ype (Ity Ply Harvest�W Outchogue 8-Juniper 171005228 �T19SGE GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:42 2017 Page 1 ID:GtGyhniErgjL61sjBzD2J4yWCud-nF7c gS2u36xMJF.7yTYUeCrdvctaiRlk01 QVvylHX; -1-11-4 5-5-12 10 8 0 15-10-4 21-4-0 23-3.4 1 11 4 5-5-12 5-2 4 5-2-4 5.5-12 1-11.4 5x8 Scale=1:49.f 4 31 32 9.00 12 4x4 x4 11 -5.- 3 5 1 S 0 6 �i 3x4 11 2 Eq 3x8 11 9 5x6 2 1 5x6 6 N �1 71NM 3x8 i 11 10 7.00 12 8 3x6 = 5x6= 3x4 11 9-10-0 15-4-0 21-4-0 9-10-0 _ 5-6-0 6-0-0 Plate Offsets(X,Y)-- [4:0-5-1,0-2-81,[6:0-2-8,0-2.81,[9:0-3-12,0-2-81,[10:0-4-0,0-2-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.70 Vert(LL) -0.2410.11 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.51 10-11 >498 360 TCDL 15.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.19 8 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) -0.05 9 >999 360 Weight:169 lb FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS i Row at midpt 4-10 REACTIONS. (ib/size) 8=93610-6-0,11=936/0-6-0 Max Horz11=175(LC 10) Max Uplift8=-43(LC 12),11=-43(LC t 1) Max Grav8=978(LC 22),11=978(LC 21) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/122,2-3=-335/78,3-31.774/196,4-31--689/211,4-32.2103/204,5-32=2179/189,5-6=-2289/126,6-7=0/122,2-11=-421/170,6-8=-947/204 BOT CHORD 10-11=-361745,9-10=0/717,8-9=-791198 WEBS 3-10=-233/153,4-10=-126/98,4-9=-10/1764,5-9=-288/172,3.11=-711/124,6-9=011 778 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 7)All plates are 1.5x4 MT20 unless otherwise indicated. 8)Gable studs spaced at 2-0.0 oc. ,OF NEW 9)Bearing at joint(s)8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer shouldv f a� yO bearing surface. SOP Q 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 Ib uplift at joint 8 and llbb pr at 11. 11)This truss is designed in accordance with the 2015 International ResidenUal Code sections R502.11.1 and R802.10. an re a c standard ANSVTPI 1. n LOAD CASE(S) Standard ` 56308 tp� �ROFESslo%P Job I russ I russ I ype city Ply Harvest(-)Cutchogue 8-juniper 17100522B T20 ROOF SPECIAL 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run.8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MITek Industries,Inc. Fn Nov 1713:04:43 2017 Page 1 ID-GtGyhniErgjL61 sjBzD2J4yWCud-FRhACASgfNEo_TgBWA3jAPOpmoHKRuxuFPkz1 MyIHM 2-1-2 6-3-0 10-4-14 15-7-2 21-0-14 23-0-2 I 1 24 1 14 4 21 14 5-2 4 5 5 12 � 1-11-4� 5x8 Scale=1:51.0 4 9.00 F12 16 3x4 15 3 1.5x4 3x4= 5 5x8= 5x6= 8 1 4 9 5x6 CP 5x6 6 N17 14 7 lc'?� Mor N 12 11 10 7.00 12 8 1.5x4 11 4x8= 5x6= 3x4 11 2-1-2 9-6-14 15-0-14 21-0-14 2-1-2 ' 7-5-11 5-6-0 6-0-0 Plate Offsets(X,Y)-- 1:0-1-8 0-3-0 [4:0-5-1,0-2-81, 6:0-2-8 0-2-8 9:0-3-12 0-2-8 10:0-4-0,0 2 4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.63 Vert LL -0.12 9-10 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.24 9-10 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.18 8 n/a n/a BCLL 10.0 Code IRC2015IfP12014 Matrix-MS Wind(LL) -0.05 9 >999 360 Weight:127 ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF Not TOP CHORD Structural wood sheathing directly applied or 3.1-7 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 and verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 6-0-0 oc bracing:8-9. REACTIONS. (Ib/size) 8=933/0-6-0,14=770/0-2-14 WEBS 1 Row at midpt 4-10 Max Horz 14=-1 63(LC 7) Max Uplift8=-45(LC 12),14=-23(LC 11) Max Grav 8=978(LC 22),14=964(LC 30) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-844/139,2-3—1094/224,3-15=890/213,4-15=-762/231,4-16=-2065/215,5-16=2149/203,5-6=2257/136,6-7=0/122,6-8=947/206,12-13—40/6, 1-13=-40/6 BOT CHORD 11-12=-55/193,10-11=-3/838,9-10=0/762,8-9=-79/195 WEBS 1-11=-128/1170,2-11=-824/185,3-11=-47/99,3-10=-409/149,4-10—155/154,4-9=-15/1755,5-9=281/175,6-9=0/1756 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to Increase plate sizes to account for these factors. 7)Bearing at joint(s)8,14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should veri capacity of bearing surface. OF NEyy 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. g�� - 0 9)9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 45 lb uplift at joint 8 and 23 UP R G 14. o � l 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. standard ANSI/TPI 1. 11)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom ch t ju LOAD CASE(S) Standard 56306 �� Job I runs I russ I ype Uty Ply Harvest(CUUtchogue 13-Juniper 171005228 T21 ROOF SPECIAL 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fri Nov 1713:04A3 2017 Page 1 3-3-9 10-4-14 ID:GtGyhnlErgjL61sjBzD2J4yWCud-FRhACASgfNEo TgBWA3jAPOnh01CRv1uFPkz1MyIHX2 572 21-0-14 23-0-2 ~ 3-3-9 -�^ 7-1-5 5 2-4 —�— 5-5-12 5x8 Scale=1:51.t 3 9,00 rl2 15 14 1.5x4 3x4= 4 4x8�i 5x8= 1 6 1 8 5x6�� B co C?5x6 5 cI M 1 13 1'� a) 11 10 9 7.00 12 7 1.5x4 II 3x4= 5x6= 3x4 II 3-3-9 9-6-14 15-0-14 21-0-14 ' 3-3-9 6-3-5 5 6 0 6-0-0 Plate Offsets(X,Y)-- 1:0-1-8 0-3-0 f3:0-5-1,0-2-81,f5:0-2-8,0-2-81,f8:0-3-8,0-2-81,[9:0-4-0,0-2-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.12 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.40 Vert(CT) -0.24 8-9 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.18 7 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) -0.04 8 >999 360 Weight:127 Ib FT=40/6 BCDL 10.0 LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2:2x4 SP SS end verticals,and 2-0-0 oc purlins(5-4-3 max.):1-2. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6.0-0 oc bracing:7-8. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 3-9 REACTIONS. (Ib/size) 7=933/0-6-0,13=770/0-2-14 Max Horz 13=-163(LC 7) Max Uplift7=-43(LC 12),13=-25(LC 11) Max Grav7=979(LC 22),13=888(LC 40) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-814/159,2-14.955/171,3.14=-734/189,3-15=-2007/198,4-15—2123/185,4-5=-2237/122,56=0/122,5-7=-951/206, 11-12=-6/27,1-12=-6/27 BOT CHORD 10-11=-67/149,9-10=-141884,8-9=0/770,7-8=-77/201 WEBS 2-10=-828/177,2-9=-302/125,3-9=-1 16/56,3-8=0/1730,4-8=-269/163,1-10=-1 79/1153,5-8=0/1730 NOTES. 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Bearing at joint(s)7,13 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should , r®F NEW Y capacity of bearing surface. `Q'� pO "ER 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. q0 G 'Q 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 Ib uplift at joint 7 and 25 u Int jo 13. 10)This truss is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. an rete c standard ANSI/TPI 1. r 11)Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/ bottom ch i 4W LOAD CASE(S) Standard 66305 A�OFESSlokk Job I russ I russ I ype tatty Ply Harvest(-D c:utchOgue 13-Juniper 17100522B T22 ROOF SPECIAL 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:44 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-jdFYPWTIOgMeodPO4uayjdxw7QWPAL81T3TWZoyIHX1 4 5 15 10-4-14 15-7-2 21-0-14 23-0-2 4 5-15 5-10-15 5-2-4 5-5-12 1-11-4 4x6 Scale=1:50.E 3 9.00 12 15 14 3x4= 6x6 5x6= 4x4 13 q 1 1 2 5 3x4 11 v 5 ,2 Ir6 N 10 9 8 7 3x8= 3x6=3x8= 4x4= F 10-4-14 21-0-14 10-4-14 10-8-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.20 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.41 7-8 >615 360 TCDL 15.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.02 7 n/a n/a BCLL 10.0 Code IRC2015/P12014 Matrix-MS Wind(LL) 0.02 8-10 >999 360 Weight:122 Ib FT=4% BCDL 10.0 LUMBER- BRACING• TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2`Except' TOP CHORD Structural wood sheathing directly applied or 3.10-14 oc purlins, T2:2x4 SP No.1 except end verticals,and 2-0-0 oc purlins(6-"max.):1-2. BOT CHORD 2x4 SP No.2 or 20 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 7=933/0-6-0,12=770/0-2-14 Max Horz 12=-159(LC 7) Max Uplift7=-42(LC 12),12=-28(LC 11) Max Grav7=979(LC 22),12=832(LC 40) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 10-11=104/794,1-11=-104/794,1-2=-120/42,2-13=-900/156,13-14=-748/165,3-14=-739/180,3-15=-667/191,4-15=-755/178,4-5=-321/87,5-6=0/122, 5-7=-409/176 BOT CHORD 9-10=-81765,8-9=-8f76517-8=0/657 WEBS 2-10=-963/191,2-8=-243/131,3-8=-90/535,4-8=-232/152,4-7=-720/107 NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Bearing at joint(s)12 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify cARacii of bearing surface. OF Ew 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. � yp 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 ib uplift at joint 7 and 28 UP �\ fe4r�t ER G �a 12. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom ch R� W LOAD CASE(S) Standard 5630% V� AROFESS% Job I russ I russ I ype Guy Ply Harvest QD Cutchogue U-juniper 171005226 T23 ROOF SPECIAL 1 1 Job Reference (optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print.8.030 s Apr 8 2017 Mi Tek Industries,Inc. Fri Nov 1713:04:45 2017 Page 1 ID:GtGyhnlErglL61sjBzD2J4yWCud-BgpwcsUwB_UVDm aeb6BFgT6fpsevmgBiID46EyIHXC I 5-8-5 10-4-14 15-7-2 _ 21-0-14 23-0-2 5 8-5 4-8-9 5-2-4 —+ 5-5-12� 4x4 Scale=1:50.E 9.00 12 3 3x4= 14 5x6= 13 _ 6x6 I I 1 44 4 Cr a. 1 WI N LO 2 5 3x4 11 5 t 12 1v RI B2 6 IT 10 9 8 7 3x8= 3x6=3x8= 44= 10-4-14 21-0-14 _ 10-4-14 10-8-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.20 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.41 7-8 >615 360 BCDL 15.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.03 8-10 >999 360 Weight:124 Ib FT=4°/a LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 7=933/0-6-0,12=770/0-2-14 Max Horz 12=-159(LC 7) Max Uplift7=-39(LC 12),12=-31(LC 11) Max Grav7=980(LC 22),12=871(LC 39) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 10-11=-89/708,1-11=-89/708,1-2=-111/42,2-13=-837/170,3-13=-710/185,3-14=-675/185,4-14=-756/172,4-5=-316/83,5-6=0/122,5-7=-406/173 BOT CHORD 9-10=0/69218-9=0/692,7-8=0/652 WEBS 2-10=-837/178,2-8=-271/122,3-8=-1 07/569,4-8=-240/157,4-7=-725/105 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;C1=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Bearing at joint(s)12 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 Ib uplift at joint 7 and 31 Ib up' t jgfitNE)�Y 12. '� p 10)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 cit �e �ER standard ANSVTPI 1. �� e 11)Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom ch V� LOAD CASE(S) Standard 66305 Qi= A�OFESSIO�� Job I runs I fuss I ype C.tty Ply Harvest CCP Cutchogue 8-Juniper 17100522B T24 ROOF SPECIAL 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713.04:45 2017 Page 1 ID:GtGyhnlErgjL61siBzD2J4yWCud-BgpwosUwB UVDr_aeb6BFgT4rpsevoGBiJD46EyIHXC 6-10-11 10-4-14 15 7-2 21-0-14 23 0-2 6-10-11 3 6 3 5 2 4 5-5-12 1-11-4 4x4 Scale=1:50.E 9.00 12 3 3x4= 3x4= 15 6x6 I I 4x8�i 16 1 14 13 4x4 4 1 cr, 11 W2 ro Co 5 3x4 11 5 1 12 lN 6 10 9 8 7 3x8= 3x6=3x8= 44= 10-4-14 21-0-14 r 10-4-14 10-8-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.20 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.41 7-8 >615 360 TCDL 15.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.03 7 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.03 8-10 >999 360 Weight:131 Ib FT=4% BCDL 10.0 _ LUIVIBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except T1:2x4 SP No.1 end verticals,and 2-0-0 cc purlins(6-0-0 max.):1-2. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-10 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 7=933/0-6-0,12--770/0-2-14 Max Horz 12=-158(LC 7) Max Uplift7=-36(LC 12),12=-36(LC 11) Max Grav 7=982(LC 22),12=925(LC 29) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 10-11=-80/641,1-11=-80/641,1-13=-105/41,2-13=-103/42,2-14=-773/176,14-15=-742/183,3-15=-654/192, 3-16=-667/177,4-16=-759/165,4-5=-312/8115-6=0/122,5-7=-404/171 BOT CHORD 9-10=0/64018-9=0/640,7-8=0/645 WEBS 2-10=-761/170,2-8=-346/120,3-8=-124/643,4-8=-245/160,4-7=-729/101 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;CII-1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify c a of bearing surface. OF EFW 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. '�� ® 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 Ib uplift at joint 7 and 36 UDS ERG 12. 10)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. 8 standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom ch f LOAD CASE(S) Standard 56306 ARO SSIdt, Job I russ I I russ I ype c tty Nry harvest Lcu Gutchogue ti-Juniper 171005228 T25 I ROOF SPECIAL J_ Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run,8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fn Nov 1713:04.46 2017 Page 1 ID.GtGyhnlErgjL61 sIBzD2J4yWCud-fONIgCVYylcMrwZmBJdQo20GTDCseFWKxNydehylHX' 8-1-2 10-4-14 15-7-2 21-0-14 23-0-2 8-1-2 2-3-12 5 2 4 5-5-12 1-11-4 4x4�� Scale=1:52.1 9.00 Fi 3x4= 3x4= 3 6x6 I I 5x8 i 1 15 VP 13 4x4 4 W2 T3 Nil "? n 5 3x4 11 5 1 2 _ EM 6 iN 10 9 8 7 1 3x8= 3x6=3x8= 4x4= 10-4-14 _21-0-14 r 10-4-14 +- - 10-8-0 Plate Offsets(X,.Y)-- [1:0-4-0,0-3-01,[2:0.4-0.0-2-21 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.20 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.41 7-8 >615 360 TCDL 15.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.03 7 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.04 8-10 >999 360 Weight:143 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T1:2x6 SP No.2 end verticals,and 2-0.0 oc purlins(6-0-0 max.):1-2. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-10 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 7=933/0-6-0,12=770/0-2-14 Max Horz 12=456(LC 7) Max Uplift7=-33(LC 12),12=-41(LC 11) Max Grav7=983(LC 22),12=985(LC 30) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 10-11-71/622,1-11=-71/622,1-13=-97/42,13-14=92/42,2-14=-88!43,2-3=-735/197,3-15=-670/170,4-15=-761/157, 4-5=-309/79,5-6=0/122,5-7=-405/170 BOT CHORD 9-10=0/626,8-9=0/626,7-8=0/637 WEBS 2-10=-747/162,2-8=-426/12113-8=-136/716,4-8=-248/161,4-7=-729/95 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Bearing at joint(s)12 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should ve' -InEltNEW), of bearing surface. ,�Q� O 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. C u�,OPHER 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 Ib uplift at joint 7 and 41 u sem`jo 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2am rete c standard ANSI/TPI 1. 1Lu 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chi LOAD CASE(S) Standard 56308 ARoFESstor��' Job I russ I russ I ype (AY NIy Harvest @D Uutchogue U-Juniper 17100522B T26 ROOF SPECIAL 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industnes,Inc. Fri Nov 1713;04:47 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-7Cxh1YWBJbkDT48y108fLFZUrdYyN1uU911BA7ylHX- 4-9-8 9-3-8 1,0 4-1 ft 15 7-2 21-0-14 , 23-0-2 , 4-9 8 4 6 0 1 1 6 5 2 4 5-5-12 1-11-4 3x4= 9.00 F12 4x4 Scale=1:51.E 3x4= 6x6 11 5x6= 4 1 3x4= '5a N1 Nn T11 5111 14 15 16 4x4 1 W 4 5 ao N 00 6 9 3x4 11 6 jN 7 f 11 10 9 8 3x8= 3x6= 4x4= 4x12= 9-3-8 110-4-1 ff 21-0-14 93-8 1-1-6 10-8-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.21 8-9 >999 480 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.86 Vert(CT) -0.43 8-9 >575 360 BCDL 155.0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Wlnd(LL) 0.05 9-11 >999 360 Weight:149 Ib FT=40% LUMBER- BRACING• TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 2-11,3-9 REACTIONS. (Ib/size) 8=93310-6-0,13=770/0-2-14 Max Horz 13=-168(LC 12) Max Uplift8=-29(LC 12),13=-47(LC 7) Max Grav8=985(LC 22),13=1040(LC 30) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 11-12=-130/846,1-12=-130/846,1-2=-65/33,2-14=-663/162,3-14=661/163,3-4=-7361185,4-15=697/157,15-16=-697/145,5-16=-759/134,5-6=-317/77, 6-7=0/122,6-8=-411/169 BOT CHORD 10-11=0/494,9-10=0/49418-9=01635 WEBS 2-9=-64/419,5-9=-248/161,5-8=-720/87,2-11=-880/193,4-9=-120/739,3-9=-640/152 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. it is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. _ ®F NEW 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 8 and 471b O ERG 13. CO P 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 nd f no standard ANSUTPI 1. O� 11)Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom ch rd. LOAD CASE(S) Standard w ` 66308 tp� AROPESStOX P Job I runs I russ I ype city Ply Harvest(_)Cutchogue t3-Jumper 171005221 T27 HALF HIP 1 1 Job Reference o ttonal Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 Mi rek Industries,Inc Fri Nov 1713 04:47 2017 Page 1 ID:GtGyhnlErgJL61 sJBzD2J4yWCud-7Cxh1 YWBjbkDT48y108fLFZTSdYSNmWU91 IBA7yIHX_ 5-111 11 10-3-14 15 6 10 21-0-14 23-0-2 5 - 5-0-3 5 2-12 5-6-4 1-11-4 3x4= Scale=1:51.1 6x6 II 3x4= 5x6 = 1 14 3 9.00112 15 4x4 3x6 4 5 CM 1 AT 5 3x4 11 6 W2 ED J'CT� 7 11 10 9 8 3x8 = 3x6=3x8= 3x6= 10-3-14 21-0-14 10-3-14 10-9-0 Plate Offsets(X,Y)— [3:0-3-0,0-2-21 _ LOADING(psf) SPACING- 1-7.3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.19 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.39 8-9 >647 360 TCDL 15.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.05 8 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.06 9-11 >999 360 Weight:142 Ib FT=40/6 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 2-11,5-8 REACTIONS. (Ib/size) 8=933/0-6-0,13=770/0-2-14 Max Horz 13=-180(LC 12) Max UpliftB=-25(LC 12),13=-60(LC 7) Max Grav8=1388(LC 27),13=1 082(LC 26) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-59/31,2-14=-602/160,3-14=-601/161,3-15=-734/147,4-15=743/135,4-5=-918/125,5.6=-371/79,6-7=0/140,6-8=-604/170,11-12=-134/855, 1-12=-134/855 BOT CHORD 10-11=0/50119-10=0/50118-9=0/865 WEBS 2-11=-898/201,2-9=-62/508,3-9=0/173,5-9=396/162,5-8=-1039/72 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL--5.Opsf;BCDL=5.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity c of bearing surface. or- EW 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. � Y� 9)Provide vide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 Ib uplift at joint 8 and 60 u➢� \tfa�r�t{ER G 'pa 13. 10)This truss is designed in accordance with the 2015 Intemational Residential Code sections R502.11.1 and R802.10. standard ANSVTPI 1. 11)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom ch LOAD CASE(S) Standard S630B AROFESStO�P� Job I russ I russ I ype Qty Ply Harvest @_D Gutchogue H-Jumper 17100522B T28 PIGGYBACK BASE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 171304:48 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-bPV3FuWPUvs44Ej9JkfutT5en1 td6DddOhRkhZylHWz 5.4 10-6-2 15-7-12 21-0-14 23-0-2 513 4-13 5-1-5 5-1-10 5-5-2 1-11-4 Scale=1:50.2' 6x6 II 30= 44= 1 13 3 b4 L 14 9.00 Ll2 44_� El W 4 117 o> 3 3x4 11 5 12 �r 81 R2 6 N 10 9 8 7 3x8= 3x6-=3x8= 3x6= _ 106-2 21-0-14 -- 10-6-2 10-6-12 ' LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.20 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.90 Vert(CT) -0.41 7-8 >611 360 TCDL 15.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.05 7 n/a n/a BOLL 10.0 Code IRC20151rP12014 Matrix-MS Wind(LL) 0.06 8-10 >999 360 Weight:141 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0.0 max.):1-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 2-10,4-7 REACTIONS. (Ib/size) 7=93310-6-0,12=770/0-2-14 Max Horz 12=-180(LC 12) Max Uplift7=-24(LC 12),12=-61(LC 7) Max Grav7=1381(LC 27),12=1090(LC 26) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-59/31,2-13=599/159,3-13=-599/159,3-14=-730/146,4-14=-904/133,4-5=-364/73,5-6=0/140,5-7=-595/166,10-11=-134/858,1-11_134/858 BOT CHORD 9-10=0/511,8-9-0/511,7-8=0/858 WEBS 2-1I0=-907/201'2-8=-58/496,3-8=0/174,4-8=-396/162,4-7=-1037/80 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 Ib uplift at joint 7 and 61 Ib u '� t 1gGttNEj��® 12. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 cCr �e o�ER G 'P,r standard ANSVTPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom ch o LOAD CASE(S) Standard r W n 56308 !p� AROPESSIO'k, Job I russ I russ I ype (Ity Ply Harvest(v Cutchogue U-Juniper 17100522B T29 Half Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MITek Industries,Inc. Fri Nov 1713:04.48 2017 Page 1 ID:GtGyhnlErgJL61 sjBzD2J4yWCud-bPV3FuWpUvs44E)9JkfutT5aX1 sy6EQdOhRkhZyIHWz 7-11-1 9-8-14 17-2-14 19-8-14 r 7-11-1 1.7-13 7-8-0 2 4x4 11 5x8 MT18H= Scale=1:48.° 1 2 3x6 11 3 13 9.00112 W2 3 v cn o_ o� 4x8 4 W4 3x6 5 W5 8 v o Bi 3x6= 3x4 11 10 7 6 4x4= 5x6 — 3x4= 1.5x4 11 9.6.14 17.2-14 17-8 1419-8-14 9.6-14 7-8.0 6 2-0 0 Plate Offsets(X,Y)-- 2:0-5-8,0-2-81,[10:Edge,0-2-4] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.21 10-11 >984 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 1.00 Vert(CT) -0.4010-11 >514 360 MT18H 244/190 TCDL 15.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.13 7 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.06 10-11 >999 360 Weight:131 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc purlins, except T2:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except` BOT CHORD Rigid ceiling directly applied or 4-11-12 oc bracing. Except: B4:2x4 SP No.3 1 Row at midpt 3-9,4-8 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-11,2-11,2-10 REACTIONS. (Ib/size) 11=652/0-2-i4,7=844/0-6-0 Max Horz 11=-234(LC 7) Max Upliftl l_96(LC 7),7=-21(LC 12) Max Grav 11=898(LC 25),7=1272(LC 26) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-11=-413/103,1-12=-129/133,2-12=-128/133,2-3=-700/283,3-13=-458/141,4-13=-923/139,4-5=-29/161,5-6=-41/33 BOT CHORD 10-11=30/393,9-10.608/205,3-9=-601/228,8-9=-37/210,7-8=-1272/201,4-8=-1191/235,6.7=-36/22 WEBS 2-11=-571/104,2-10=-1761760,4-9=-31/370,5-7=-30/49 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)All plates are MT20 plates unless otherwise Indicated. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 96 Ib uplift at joint 11 and 21 Ib uplift okt 7. OF NEVV Y 9)This truss is designed in accordance with the 2015 International Residential Code sections 13502.11.1 and R802.10.2 and p standard ANSI/TPI 1. g qOp ER G 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho LOAD CASE(S) Standard o n 6630$ lr,� �oROfiESStOXI Job I runs I russ I ype Uty Nry Harvest O Cutcnogue 1:3-Jumper 17100522B T30 PIGGYBACK BASE 3 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MITek Industries,Inc. Fri Nov 1713:04:49 2017 Page 1 ID.GtGyhnlErgjL61sjBzD2J4yWCud-4b3RSEXREDxiOHLtRA7OgeonRGprhJmdLBHE?yIHWy 4-8-9 9 1-10 9 6-114 17-2-14 19-8-14 4-8-9 45-1 -5-4 7-8-0 2-6-0 3x4 11 3x4= 6x10 Scale=1:45.1 15�1 – �Fi_—aL 3 13 9.00112 W 46 4 W4 3x6 5 W5 I9 3x6 = 4x4= 1 R 11 10 7 6 44= 5x6= 3x4= 1.5x4 II 9-6-14 17-2-14 17-8-1419-8-14 9-6.14 7 8 0 6- 2 0-0 Plate Offsets(X,)O-- 3:0-5-5 Edge 4:0-1-8,0-2-01,(10:Edge,0-2-41 LOADING(psf) SPACING- 1.7-3 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.21 10-11 >998 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.71 Vert(CT) -0.4010-11 >518 360 TCDL 15.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.12 7 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.0410-11 >999 360 Weight:133 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5.4-1 oc purlins, except T2:2x4 SP SS end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-3. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 5-3-1 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 3-9 WEBS 1 Row at mldpt 1-11,2-11 REACTIONS. (Ib/size) 11=652/0-2-14,7=844/0-6-0 Max Horz 11=-213(LC 7) Max Upliftl l=90(LC 7),7=-20(LC 12) Max Grav 11=952(LC 25),7=1221(LC 26) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-11=-203/77,1-2=-118/122,2-12=409/185,3-12=-411/185,3-13—536/140,4-13=-842/123,4-5=-24/148,5-6=-40/32 BOT CHORD 10-11=-62/381,9-10—218/76,3-9=-199/81,8-9=-55/283,7-8=-1237/208,4-8=-1158/242,6-7—48/26 WEBS 2-11=-7771119,2-10=-37/40214-9=-49/391,5-7=-41/96 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. it Is the responsibility of the fabricator to Increase plate sizes to account for these factors. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 Ib uplift at joint 11 and 20 Ib uplift at joint 7. 8)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and refers o standard ANSVTPI 1. r,®F NEW 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �, y® �'`Q' PHER LOAD CASE(S) Standard Q?5 n 5630E AROFESSIONP� Job I runs I russ I ypeC1ty Pry Harvest t`0(;utchogue B-Juniper 17100522B T33 Hip Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:50 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-YncpgZY39W6oKYSXQ8hMyuB3DgIgaDRws?wrmSylHW) ,-0-1 L 1 2-2-14 6-5-2 7-10-0 0-11 4' 2 2-14 r 4-2-4 1-4-14 { 4 9.00 Scale:3/8"=1 12 5x6� 4x8- x4=3x6�� 3 - 6 1 � 0 2 1 fV. W1 rN 1 7 9 17 18 8 NAILED 7 4x10 11 1.5x4 11 3x8= 1.5x4 11 SKH24R NAILED SKH24L 0-1112 2-2-14 6-5-2 7-10_0 0-1 2 2-1-2 4-2-4 1-4-14 Plate Offsets(X,Y)- 12:0-7-10,0-0-61,[4:0-6-0,0-2.01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.00 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.01 8-9 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 2 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-MP Wind(LL) 0.00 '8-9 >999 360 Weight:109 Ib FT=4% BCDL 10.0 LUMBER- BRACING• TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. SLIDER Left 2x8 SP No.2 2-6-0 REACTIONS. (Ib/size) 2=498/0.4-8,7=426/0-6-0 Max Horz 2=55(LC 46) Max Uplift2=-117(LC 5),7=-143(LC 5) Max Grav2=611(LC 28),7-51 O(LC 27) FORCES. Qb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/63,2-3=-82/41,3-4=-448/142,4-16=-271/102,5-16=-271/102,5-6-357/120,6-7-529/157 BOT CHORD 2-9.111/304,9-17-115/310,17-18=-115/310,8-18-115/310,7-8=-14/10 WEBS 4-9=-85/161,4-8=-52129,5-8=-1 18/86,6-8=-119/401 NOTES. 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL-5.0psf;BCDL=5.Opsf;h=24ft;Cat.Ii;Exp B;enclosed;MWFRS (envelope);cantilever left and right exposed;end vertical left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times Nat roof load of 23.1 psf on overhangs non-concurrent with other live loads. OF NEIV 7)Provide adequate drainage to prevent water ponding. '�� yp 8)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditi�yns� tI��HER responsibility of the fabricator to increase plate sizes to account for these factors. �� e 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 Ib uplift at joint 2 and 1 0' ' 7. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. ref W standard ANSI/TPI 1. 11)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho 12)Use USP SKH24R(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 2-2-14 from the left end to con s(%30a T34(1 ply 2x6 SP)to back face of bottom chord,skewed 45.0 deg.to the right,sloping 0.0 deg.down. 13)Use USP SKH24L(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 6-5-2 from the left end to connect t T' 10A (1 ply 2x6 SP)to back face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. 14)Fill all nail holes where hanger is in contact with lumber. 15)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. Job I russ I Fuss I ypecdty Ply Harvest CORCutchogue 8-juniper 17100522B T33 Hip Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:51 2017 Page 2 ID:GtGyhnlErgjL61sjBzD2J4yWCud-OzABtvZhmgEfyiRk sDbV5jEzE5vJgh34fgOluylHww LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-61,4.5=-61,5-6=-61,7-10=-1 6 Concentrated Loads(lb) Vert:9=-94(B)8=-94(6)17=-44(B)18=-44(B) SOF NEW P�,,O?HER U ` S6308 Q� ARO�ESS`OA Job I russ I runs I ype (Ay Ply Harvest t_U(;utcnogue ti-Jumper 171005226 T34 Diagonal Hip Girder 2 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fri Nov 1713:04:51 2017 Page 1 ID:GtGyhnlErgjL61s]BzD2J4yWCud-OzABtvZhmgEfy!Rk sDbVSjFFE6tJhm34fgOluyiHWw -1-3-15 3-0-8 1-3-15 -�- 3-0-8 Scale=1:14.E 3 1.5x4 I I 6.36 F12 6 3x6 T1 W3 2 1 W2 -��- B1 5 4 1.5x4 11 4x4= 1.8-7 3-0-8 1-6-14 1-4-1 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.00 5 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 4-5 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015ITP12014 Matrix-MP Wind(LL) 0.00 5 >999 360 Weight:20 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=219/0.6-6,4=108/Mechanical Max Horz 5=65(LC 6) Max Uplift5-24(LC 5),4=56(LC 6) Max Gravy=238(LC 15),4=125(LC 33) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/67,2-6=-63112,3-6=-26/25,3-4=-64/19,2-5=-216/27 BOT CHORD 4-5=63/27 WEBS 2-4=-22/50 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope);cantilever left and right exposed;end vertical left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1,1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 7)Gable studs spaced at 2-0-0 oc. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 Ib uplift at Joint 5 and 56 Ib uplift 10)This truss is designed in accordance with the 2015 Intemational Residential Code sections R502.11.1 and R802A0.2 and r r@UdNE� standard ANSI/TPI 1. 11)Hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)37 Ib down and 36 app \��G on bottom chord. The design/selection of such connection device(s)is the responsibility of others. e 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). VZ ^ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase-1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=61,2-3=-61,4-5=-16 S630a lr,� Concentrated Loads(lb) 'OR Vert:4=-26(F) O SSIO� Job I russI russ I ype City Fly Harvest CO)UUtchogue u-Jumper 171005228 T35 Jack-Open 2 1 Job Reference o Donal Universal Forest Products,5631 S.NO 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fn Nov 1713:04:51 2017 Page 1 ID:GtGyhniErgjL61sjBzD2J4yWCud-OzABtvZhmgEfyiRk sDbV5]HXE63JhT34fgO1uylHWw V1-4 1-9-6 1-4 1-9-6 1.5x4 11 Scale=1:13.; 3 9.00 12 3x6-i Ti 2 W3 W1 1 W2 Li B1 5 4 1.5x4 11 3x4= 01-112 Oil-i2 1-7-1-7-1 0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.13 Vert(LL) -0.00 5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BOLL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.00 5 >999 360 Weight:12 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-6 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=33/Mechanical,5=147/0.4-8 Max Horz5=39(LC 8) Max Uplift4=-29(LC 11),5=-2(LC 7) Max Grav4=48(LC 21),5=174(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-1l62/16,1-2=0/64,2-3=-42/30 BOT CHORD 4-5=-94/26 WEBS 3-4--53/21,2.4=-31/112 NOTES- 1)Wind:ASCE 7-10;Vult=130mPh(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 4 and 2 Ib uplift at joint 5. 8)This truss Is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard ®F NEW y ,�OpHER G ®,p r- f f W 0 �. $6306 tr,� AR��ESSt®�� Job I russI Fuss I ype Cay Ply Harvest Ca)UUMnogue U-Juniper 17100522B T36 Jack-Open I2 1 Job Reference(ogflonal)_ Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fri Nov 1713.04:52 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-UAka4FZJX8MWZrOwYZkg2JGSHeS428uDJJPxgKylHWv 0 11-4 2-2-14 F 0-11-4 +- 2-2-14 1.5x4 11 Scale=1:141 3 9.00 F12 3x6 Ti W3 2 1 1 W2 B1 5 4 1.5x4 11 3x4= 2-2-14 2-1-2 LOADING(psf) 231 SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIPTOLL ` (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 5 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 4-5 >999 360 BCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.00 4-5 >999 360 Weight:14 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=159/0-4-8,4=57/Mechanical Max Horz 5=67(LC 8) Max Uplifts=22(LC 7),4=-38(LC 8) Max Grav 5=174(LC 17),4=76(LC 21) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-159/6811-2=0/64,2-3=-62/33,3-4=-47121 BOT CHORD 4-5=-64/39 WEBS 2-4=-37/75 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=5.Opsf;h=24ft;Cat.Ii;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 Ib uplift at joint 5 and 38 Ib uplift at joint 4. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard ®F NEW yo yC _�Op"ER G; �` r � n - $6306 ��O _ SSI Job I cuss I cuss I ype Uty Ply Harvest CCD UUtChogUe 1:3-Juniper 171005226 T37 PIGGYBACK BASE 7 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print.8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:52 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-UAka4FZJX6MWZrOwYZkg2JGGmeF62x5DJJPxgKyl HWv 4-2-14 9-1-10 14-3-8 19-8-14 20 8-2 �—4-2-14 —�� 4-10-12 5 1-14 5-5-6 -14 3x4 11 3x4= 5x8�� Scale=1:45.i 1 2 113 12 9.00 Ll2 4x6 W W 4 5 17 IV 8 0� 5x6 2 3 4x6 11 5 6 v 7.00 12 a 10 9 7 3x6= 5x6= 6x6 4-2-14 11-8-14 19-8-14 4-2-14 7-6-0 8-0.0 Plate Offsets(X,Y)-- f3:0-4-0,0-1-61,[5:0-3-0,0-1-12], 7:0-1-11,06j],[8:0-3-0 0-3-4 [9:0-4-0,0-2-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.19 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.86 Vert(CT) -0.36 8-9 >654 360 TCDL 15.0 Rep Stress[nor YES WB 0.84 Horz(CT) 0.30 7 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.03 8 >999 360 Weight:130 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):1-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10,4-7,3-9,2-10 REACTIONS. (Ib/size) 10=746/Mechanical,7=816/0-6-0 Max Horz 10=-226(LC 7) Max Uplift10_85(LC 7),7=-28(LC 12) Max Grav 10=1030(LC 26),7=1213(LC 27) FORCES. (ib)-Maximum Compression/Maximum Tension TOP CHORD 1-10—159/63,1-2=-109/119,2-11=-393/174,3-11—393/174,3-12=-2224/96,4-12_2394/84,4-5=-499/149,5-6=0/73,5-7—606/172 BOT CHORD 9-10=-49/428,8-9=-30/936,7-8=-62/2346 WEBS 3-8=0/2070,4-8=-252/222,4-7=-2448/72,2-9=-34/539,3-9=-902/0,2-10=-927/133 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)7 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 10 and 28 lb Gt NEW7. y® 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 ERG standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom ch V� LOAD CASE(S) Standard r W 66306 tp� S100 Job I runs I russ I ype (Ay Pty Harvest Lw Cutcnogue 1:3-Juniper 17100522B T37A PIGGYBACK BASE 2 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fri Nov 1713:04:53 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-yMlylbaxlRUNB?b66HF3aWps52bDnO8MYz9VNnyIH Wt, L 4-2-14 9 1 10 _ 14-3-8 19-8-14 4 2-14 4 10-12 5-1-14 5-5-6 3x4 11 3x4= 4x8 Scale=1:451 1 2 3 11 9.00 L12 4x6 Z� W W 4 5 7 rn 5x6 3 3x6 11 � 5 F 131 7.00 12 a 9 8 6 44= 5x6= 6x6 4 2-14 11-8-14 19-8-14 :V2_1 2-14 7-6-0 8-0-0 Plate Offsets(X,n-- 3:0-5-4,0-1-41,[6:0-1-1 1,Edgel,[7:0-3-0,0-3-41,[8:0-4-0,0-2-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.19 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.87 Vert(CT) -0.36 7-8 >647 360 TCDL 15.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.31 6 n/a n/a BOLL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.04 7 >999 360 Weight:128 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):1-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at mldpt 1-9,4-6,3-8,2-9 REACTIONS. (Ib/size) 9=748/0-2-8,6=748/0-6-0 Max Horz 9=-21 B(LC 7) Max Uplift9=-85(LC 7),6=48(LC 12) Max Grav9=1031(LC 25),6=1088(LC 26) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-158/63,1-2=-109/119,2-10=393/174,3-10=-393/174,3-11=2235/177,4-11=-2423/166,4-5=434/111,5-6=-428/106 BOT CHORD 8-9=-56/422,7-8=-43/930,6-7=-166/2389 WEBS 3.7=-3/2081,4-7=-270/211,4-6=-2555/185,2-8=-34/541,3-8=-907/14,2-9=-928/134 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;C11=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 Ib uplift at joint 9 and 18 Ib uplift at joint 6. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and refere c standard ANSUTPI 1. SOF NEVA), 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord '� O ,�pPNER G LOAD CASE(S) Standard �N`' C1 r � n 6630% AROFESSIO�P� Job I russ I runs I ype city Ply Harvest Ca)Uutchogue u-Juniper 17100522B T46 HALF HIP 1 1 Job Reference(optional) Universal Forest Products,5631 S NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Pnnt:8.030 s Apr 8 2017 MTek Industries,Inc. Fn Nov 1713:04:53 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-yMlylbaxlRUNB?b66HF3aWpS42b8nOgMYz9VNnyIHWL 4-2-14 8-8-14 14 1-2 _ 19-8-14 20-8-2 4-2-14 4-6-0 5-4 4 + 5-7-12 �1 4x4= 1.5x4 11 5x8= Scale=1:49.: 1 --p;Z1---0!T 5 3 16 9.00 Ll2 4x6 W 4 Cb op M o� 8 5x6 5 C?4x6 11 � 5 13U t 6 1 � N 3 7.000-2 14 3x4= 10 9 7 3x4= 5x6= 6x6 1-10-14 1-0.0 4-2-14 11-8-14 19-8-14 1-0-0 2.4.0 7-6-0 8-0-0 0.10-14 Plate Offsets(X,Y)-- [3:0-4-0,0-1-6],f5:0-3-0,0.1-121,[7:0-1.11,Edge],[8:0-3-0,0-3-4],[9:0-4-0,0-2-4] LOADING(psf) SPACING- 1-7.3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.19 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.88 Vert(CT) -0.36 8-9 >657 360 TCDL 15.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.30 7 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) -0.03 14 >999 360 Weight;142 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-3. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 133:2x4 SP No.3 10-0-0 oc bracing:12-13 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-13,2-9,4-7,3-9 REACTIONS. (Ib/size) 13=777/Mechanical,7=817/0-6-0 Max Horz 13=-220(LC 7) Max Upliftl3=-58(LC 7),7=-32(LC 12) Max Grav 13=1044(LC 26),7=1228(LC 27) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-13=-910/206,1-2=377/178,2-15=-374/179,3-15=374/180,3-16=-2262/114,4-16=-2478/103,4-5=-529/155,5-6=0/73, 5-7=-632/178 BOT CHORD 10-14=0/0,9-10—45/337,8-9=-17/878,7-8=-64/2410,12-13=-120/196,11-12.143/176,10-12=0/177 WEBS 9-11=-18/551,2-11=-566/88,3-8=0/2119,4-8=-229/217,4-7=-2489170,3-9—883/0,1-11=-164/823,10-11=-257/27 NOTES. 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Refer to girder(s)for truss to truss connections. OF NEyy 8)Bearing at joint(s)7 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should v cr yp bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 58 ib uplift at joint 13 and 3 lb 7. 10)This truss Is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. an rete c m` standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom ch LOAD CASE(S) Standard S6305 Q� A?0 SS%O�P� Job I runs I russ I ype t tty Ply Harvest @D Wtchogue 1:3-Jumper 17100522B T47 HLF HIP 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8 030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MITek Industries,Inc. Fn Nov 171304:54 2017 Page 1 ID:GtGyhniErgjL6lsjBzD2J4yWCud-QYsKVxba31cEp9AJf m17kLc9SylWsiWmdu2vDyIHWt 4-2-14 9-11-4 14-8-5 19-8-14 22-2-2 4 2 14 5-8-6 4-9-1 5-0-9 3x4= 1.5x4 11 5x6= Scale=1:45..' 1 2 11 3 15 48-�9.00 L12 W 4 N cc 8 co 6x6 5 Co 4x4 11 �} 5 v —VV N 13 2x4 11 7.00 12 6 0 3x4 11 10 9 7 3x4= 5x6 = 5x6 1-10-14 4-2-14 11-8-14 19-8-14 1-10-14 2-4-0 7-6-0 8-0-0 Plate Offsets(X Y) [3:0-3-0,0-2-21,(5:0-2-0,0-1-12],[7:0-2-2,Edgel,[8:0-3-0,Edgel,[9:0-4-0,0-2-41 LOADING(psf) SPACING 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.17 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.82 Vert(CT) -0.33 8-9 >709 360 TCDL 15.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.26 7 n/a n/a BCLL 10.0 Code IRC2015fTP12014 Matrix-MS Wind(LL) -0.03 8 >999 360 Weight:130 Ib FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2`Except' end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-3. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-13,2-9,4-7,3-9 REACTIONS. (Ib/size) 13=737/Mechanical,7=916/0-6-0 Max Horz 13=-21 O(LC 7) Max Upliftl3=-68(LC 7),7=-48(LC 12) Max Grav 13=1057(LC 26),7=1367(LC 27) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-13=-930/200,1-2-445/178,2-14-444/180,3-14=-442/180,3-15=-2096/0,4-15-2230/0,4-5=-279/127,5-6=0/174,5-7—617/185 BOT CHORD 12-13=-116/232,11-12=-151/205,10-12—11/136,9-10—36/400,8-9=0/1122,7-8=0/2053 WEBS 9-11=0/476,2-11=-667/118,3-8=0/1910,4-8=-107/326,4-7=2421/36,10-11=-324/21,3-9=-966/0,1-11—175/898 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. it is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ca bearing surface. 0 NEIVY 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 68 Ib uplift at joint 13 and 48 I R G 0 7. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 nd t nc standard ANSI/TPI 1. y V 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom ch rd LOAD CASE(S) Standard .x N (7 56308 to �RoFESS01 Job I russ I russ I ype (Ay Ply Harvest(y(;utchogue 13-Juniper 171005228 T48 — — HALF HIP 1 1 Job Reference(optiona_ I) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:55 2017 Page 1 ID:GtGyhnlErgJL61 sJBzD2J4yWCud-ulQijHcCg3i5QJIVDiHXfxunvrl9Fl3f?HecRfylH W: 4 2-14 11-1-10 15-3-8 19-8-14 22-2-2 4-2-14 6-10-12 4-1-14 4-5-6 2--5-4 8x8= Scale=1:42.1 3x4= 1.5x4 11 1 3 15 43x8\\ 9.00112 W5 8 r 01 ui n cc 6x6 5 0o 44 11 �T v 5 i 13 1 7.00 12 6 IT 2x4 11 3x4= 10 9 7 r 3x4= 5x6= 4x6 1-10-14 4-2-1411-1-10 10--_8�4_ _ 19-8-14 1 10 14 2 4 0 6-10-12 -7-4 8-0-0 Plate Offsets(X,Y)-- [3:0-5-8,0-2-81,[5:0-2-0,0-1-121, 7:0-2-9 Ed a 8:0-3-0 Eclal,19:0-4-0,0-2-41,[11:0-4-0,0-2-41,112:0-0-0,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Wail Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.17 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.33 8-9 >708 360 TCDL 15.0 Rep Stresslncr YES WB 0.89 Horz(CT) 0.27 7 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.03 8 >999 360 Weight:128 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 `Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(4-10-14 max.):1-3. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.3 WEBS 1 Row at midpt 4-7,3-9 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 13=737/Mechanical,7=916/0-6-0 Max Horz 13=-188(LC 7) Max Upliftl3—64(LC 7),7=-46(LC 12) Max Grav 13=1100(LC 26),7=1318(LC 27) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-13=-949/189,1-2=-545/179,2-14=542/181,3-14=-540/181,3-15=-2154/0,4-15=-2219/0,4-5—243/124,5-6=0/174, 5-7=-569/176 BOT CHORD 12-13=-105/217,11-12=-163/195,10-12.13/169,9-10=-39/481,8-9=0/1698,7-8=0/1804 WEBS 1-11=-182/998,9-11=0/411,2-11=-780/147,3-8=0/1897,4-8=-46/506,4-7=2204/61,3-9=-1278/0,10-11=-396/26 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)Refer to girder(s)for truss to truss connections. OF N IAV 8)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should v I yp bearing surface. Gj 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 13 and 4 1 pr Pat 7. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. an rete Of standard ANSI/TPI 1. rE: lull 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom ch LOAD CASE(S) Standard �N 66306 ARS SStO�P�° Job I cuss I russ I ype Uty Ply Harvest(y C:utcnogue 1:3-Juniper 17100522B T49 ROOF SPECIAL 1 1 Job Reference o Lona) Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fri Nov 1713:04:56 2017 Page 1 ID:GtGyhnlErgjL6lsjBzD2J4yWCud-Nx 4wdcgbMtx2TKhnPomC9RyAFc8_luoExN9z5ylHWi 4 2-14 11-1-11 1 -84 15-7-2 19-8-14 22-2.2 4-214 6-10-13 -7- 3-10-4 4-1-12 2-5-4� Scale=1:43.( 9.00 12 6x6�� i 3x4= 1.5x4 11 4x8 4 1 1 3 16 8 W8 4 6x6 i 5x8 MT18H,� `O w Y 5 1 v 13 7.00 12N o 3x4 11 6 r 4 4x4 11 10 9 7 3x4= 5x6 4x4 II 1-1014 4 2-14 11-8-14 11- -10 19-8-14 11-10.1144 2-4 0 12 7-6-0 0- 7-10-4 Plate Offsets(X,Y)-- 4:0-3-4 0-3-0 5:0-3-0 0-1-121,[9:0-3-0,0-2-51,[12:0-2-0,0-0-01 -- LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.21 8-9 >999 480 MT20 197/144 TCDL Ground Snow=15.00 Lumber DOL 1.15 BC 0.86 Vert(CT) -0.40 8-9 >577 360 MT18H 244/190 BOLL 10.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.34 7 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Wlnd(LL) 0.03 8 >999 360 Weight:128 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and T2:2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(4-9-13 max.):1-3. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B2:2x4 SP No.3 6-0-0 oc bracing:7-8. WEBS 2x4 SP No.3`Except" WEBS 1 Row at midpt 3-9 W7:2x4 SP No.2 or 2x4 SPF No.2 REACTIONS. (Ib/size) 13=737/Mechanical,7=916/0-6-0 Max Horz 13=-175(LC 7) Max Upliftl3=-56(LC 7),7--44(LC 12) Max Grav 13=1100(LC 30),7=952(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-13=-931/178,1-2=624/178,2-14=-619/180,14-15=-617/180,3-15=-616/180,3-4=-2395/2,4-16=-2141/0,5-16=-2244/0, 5-6=0/152,5-7=-984/262 BOT CHORD 12-13=-101/203,11.12=-178/185,10-12=3/193,9-10=8/547,8-9=0/2302,7-8=-88/423 WEBS 9-11=0/334,2-11=-776/150,3-8=-825/156,4-8=0/2824,10-11=-453/2,1-11=-182/1026,3-9=-1827/0,5-8=0/1694 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;C1=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs - non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. it i responsibility of the fabricator to increase plate sizes to account for these factors. OF NEVy 7)All plates are MT20 plates unless otherwise indicated. r® 8)Refer to girder(s)for truss to truss connections, Gj �OpHER 9)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer shoul eri ac bearing surface. z 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 Ib uplift at joint 13 an4r4 upll 7. 11)This truss is designed in accordance with the 2015 International Residential Cade sections R502.11.1 and R802.10. a lu standard ANSVrPI 1. 12)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor 6630f3 LOAD CASE(S) Standard ARO SSI®�� Job I russ I russ I ype Uty Ply Harvest 0_5 Cutchogue 8-Juniper 171005228 T50 ROOF SPECIAL 1 1 IJob Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:04:56 2017 Page 1 ID:GtGyhnlErgJL6lsIBzD2J4yWCud-Nx 4wdcgbMbc2TKhnPomCBRznFckj?oExN9z5y1HW1 4-2-14 r 11-8-14 19-8- -2 4-2-14 5-8-7 1-9-9 8-0-0 0-11- � Scale=1:41.( 5x6 9.00 F12 4 5x6= 3x4= 1.5x4 11 14 IV 16 8 CC IV OF 6x6%\ W8 19 6x6= v 04 5 6 191132d qq 13 7.00F1_2 a I 3x4 11 SK 44 11 10 9 7 3x4= 5x6 4x4 11 1-10-14 4-2-14 11-8-14 19-8-14 1-10-14 2-4-0 7-6-0 _ 8-0-0 _ Plate Offsets(X,Y)-- [4:0-3-1,0-2-81,15:0-3-4,0-1-121,[9:0-3-0 0-2-5 [12:0-2-0,0-0-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. In (loc) Well Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.20 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.88 Vert(CT) -0.40 8-9 >579 360 TCDL 15.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.32 7 n/a n/a BCLL 10.0 Code IRC201 BITP12014 Matrix-MS Wind(LL) 0.04 8 >999 360 We(ght:116 Ib FT=4°/, BCDL 10.0 _ _ LUMBER- BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and T3:2x4 SP No.1 2-0-0 cc purlins(4-10-1 max.):1-3. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. B2:2x4 SP No.3 WEBS 1 Row at midpt 3-9 WEBS 2x4 SP No.3*Except* W9:2x4 SP No.2 or 2x4 SPF No.2 REACTIONS. (Ib/size) 13=746/Mechanical,7=816/0-6-0 Max Horz 13=-155(LC 7) Max Upl(ff13=-47(LC 11),7.29(LC 12) Max Grav 13=1062(LC 30),7=859(LC 22) FORCES. (1b)-Maximum Compression/Maximum Tension TOP CHORD 1-13=-879/165,1-2=-680/176,2-14=-670/177,14-15=-668/177,3-15=-666/177,3-4=-2077/139,4-16=2008/100, 5-16=-2103/83,5-6=0/64,5-7=-961/268 BOT CHORD 12-13=-96/137,11-12—182/135,10-12=-6/209,9-10=-16/585,8-9=-65/2395,7-8=-138/484 WEBS 9-11=0/368,2-11=-675/136,3-8--535/160,4-8—16/2354,5-8=0/1516,10-11.483/10,1-11=-175/988,3-9=-1898/87 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf-,BCDL=5.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOLa1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is responsibility of the fabricator to increase plate sizes to account for these factors. pF Eyy 7)Refer to girder(s)for truss to truss connections. � 6� yl) 8)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should et bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 Ib uplift at joint 13 and 0 1 7, s 10)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. refe standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom c LOAD CASE(S) Standard A $6306 RoPESSto��' Job I russ I cuss I ype City Ply Harvest CCD uutchogue t3-Jumper 17100522B T51 ROOF SPECIAL 1 1 Job Reference (optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print 8.030 s Apr 8 2017 MITek Industries,Inc. Fri Nov 1713:04:57 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-r7XT8zdSMg?ogdvtL7J?IMz7?fymjChyTb7iwyylHWc 4-2-14 8-8-15 11-8 14 19-8-14 0 h'— 4-2 14 --+— 4-6-1 2-11-15 8 0-0 9.41-1- Scale=1:40.7 4x6 9.00 12 4 5x6 = 3x4= 1.5x4 11 15 2 16 14 8 \ 5x6 i W8 rn rCo IV 6x6= i v —B 5 6 13 1 7.00 12 IN io 3x4 11 1 4x4 1110 9 7 3x4= 5x6 4x4 11 1-10-144-2-14 11-8-14 19-8-14 '__1-1 2 40 7-6-0 8-0-0 Plate Offsets(X,Y)-- 5:0-3-4 0-1-12 [8:0-3-4,0-3-01, 9:0-3-0 0-2.5,[12:0-2-0,0-0-01 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.20 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.90 Vert(CT) -0.40 8-9 >579 360 TCDL 15.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.29 7 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.05 8 >999 360 Weight:112 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and T3:2x4 SP No.1 2-0-0 oc purlins(5-10-8 max.):1-3. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.3 WEBS 1 Row at micipt 3.9 WEBS 2x4 SP No.3`Except' W9:2x4 SP No.2 or 2x4 SPF No.2 REACTIONS. (Ib/size) 13=746/Mechanical,7=816/0-6-0 Max Horz 13=-147(LC 7) Max Upliftl3=-42(LC 11),7=29(LC 12) Max Grav 13=1013(LC 30),7=858(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-13=-812/154,1-2=-755/178,2-14=-738/179,3-14=-738/179,3-15=-1954/114,4-15_1897/125,4-16--1915/94, 5-16=-2068/77,5-6=0/64,5-7=-962/268 BOT CHORD 12-13=-95/132,11-12=-187/123,10.12=-5/231,9-10—11/636,8-9=-166/2433,7-8_140/487 WEBS 9-11=0/421,2-11=-583/119,3-9—1894/174,3-8=-623/231,4-8=0/2145,5-8=0/1436,10-11=-525/9,1-11—173/962 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It i responsibility of the fabricator to increase plate sizes to account for these factors. OF NEW), 7)Refer to girder(s)for truss to truss connections. Q. 0 8)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should a ��f4 G 'pr bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 Ib uplift at joint 13 and �I i 7. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. ref W standard ANSI/TPI 1. W 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho 56308 !p� LOAD CASE(S) Standard AROFESSIO�P� Job I russ I russ I ype Uty ply Harvest()r✓utcnogue u-juniper 171005228 T52 ROOF SPECIAL 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MITek Industries,Inc. Fri Nov 1713:04:58 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-JK5rLJe47_7fHmT4ugrEHaWIQ3HrSdg5hEsG2yIHWp 1-10-14 4-2-14 7 6-9 11-8-14 8- 19-8-14 0- 1 10-14 2 40 3-3-10 4-2-5 i 8-0-0 11 46 Scale=1:40.;: 9.00 12 4 16 15 Wr 5x6= 17 3x4= 1.5x4 11 6 8 14 W8 6x10 i 4 ao or 6x6= c 5 5 M 04311 1 6 13 1 7.00 12 Ir Ip 3x4= 1 4x4 11 10 9 7 3x4= 5x6 4x4 11 1-10-14 4-2-14 11-8-14 19-8-14 1-10-14 ' 24-0 7-6-0 8-0-0 _ Plate Offsets(X,Y)-- [5:0-3-4,0-1-12 [9:0-3-0,0-2-51,[12:0-2-0,0-0-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL In (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.20 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.42 8-9 >561 360 TCDL 15.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.27 7 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.05 8 >999 360 Weight:109 ib FT=40% BCDL 10.0 LUMBER- BRACING- ` TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2"Except' TOP CHORD Structural wood sheathing directly applied, except end verticals,and T3:2x4 SP No.1 2-0-0 oc purlins(5-10-6 max.);1-3. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B2:2x4 SP No.3 2-2-0 oc bracing:8-9. WEBS 2x4 SP No.3*Except* W9:2x4 SP No.2 or 2x4 SPF No.2 REACTIONS. (Ib/size) 13=746/Mechanical,7=816/0-6-0 Max Horz 13=-139(LC 7) Max Up1ift13=-38(LC 11),7=29(LC 12) Max Grav 13=959(LC 29),7=858(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-13=-731/141,1-14=877/190,2-14=-877/190,2-3=-847/190,3-15=-2057/101,15-16=-1969/102,4-16=-1935/113, 4-17=-1972/91,5-17=-2101/74,5.6=0/64,5-7=-962/267 BOT CHORD 12-13=88/137,11-12=-188/112,10-12=-18/264,9-10=-42/712,8-9=264/2483,7-8=-139/487 WEBS 9-11=-12/486,2-11=495/98,3-9=-2054/253,38=746/322,4-8=0/2079,5-8=0/1520,10-11=-589/37,1-11=178/988 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)and C-C Extenor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It I responsibility of the fabricator to increase plate sizes to account for these factors. �®F NEw 7)Refer to girder(s)for truss to truss connections. Q'� �y �'O 8)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 lb uplift at joint 13 and I 7. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. ref standard ANSI/TPI 1. g► 1u 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho 6630E LOAD CASE(S) Standard AROFESSIO�'P� Job I russ I russ I ype Uty Ply Harvest Cv Uutchogue U-Juniper 171005228 T53 ROOF SPECIAL 1 1 Job Reference fo tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:0458 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-JK5rLJe47_7fHmT4ugrEHaWIR3GcSf35hEsG2ylHWp 4-2-14 6-4-211-8-14 19-8-14 0$8 4-2-14 +—2-1-4 5-4-12 8-0-0 46�� Scale=1:40.9' 4 9.00�12 16 17 15 5x6= 3x4= 1.5x4 11 8 2 6 5x8 W8 W2 Wi 6x6 = d' o 5 5 6 13 1 7.00 F12 IN 14 44 11 1 !!! 4x6 11 10 9 7 3x4= 5x6 4x4 11 L11014 4.214 64-2 11-8-14 19-8-14 1-10-14 2 4 0 1 1.4 f 5-4-12 _ 8 0 0 Plate Offsets(X,Y)-- [5:0-3-4,0-1-121,[8:0-4-8 0-3-4 9:0-3.0 0-2-5 12:0-3-0 0-0-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.23 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.46 8-9 >507 360 TCDL 15.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.26 7 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.06 8-9 >999 360 Weight:108 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and Ti:2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(5-0-12 max.):1-3. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 132:2x4 SP No.3 2-2-0 oc bracing:8-9. WEBS 2x4 SP No.3`Except* W9:,2x4 SP No.2 or 2x4 SPF No.2 REACTIONS. (Ib/size) 13=746/Mechanical,7=816/0-6-0 Max Horz 13=-131(LC 7) Max Uplift13=-35(LC 11),7--29(LC 12) Max Grav 13=898(LC 29),7=857(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-13—625/124,1-14=-1113/220,2-14—1113/220,2-3=-1044/217,3-15=-2248/89,15-16--2102/90,4-16=-2078/105, 4-17=-2108/92,5.17=-2203/75,5-6=0/64,5-7=-959/264 BOT CHORD 12-13=78/204,11-12—171/104,10-12=-37/318,9-10=-88/842,8-9=-355/2786,7.8=-135/482 WEBS 9-11=-32/590,2-11=413/72,3-8=-831/412,4-8=0/2181,5-8=0/1649,3-9=-2300/321,10-11=-698/74,1-11=-195/1080 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It responsibility of the fabricator to increase plate sizes to account for these factors. OF NEW Y 7)Refer to girder(s)for truss to truss connections. Q. O 8)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should G bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 Ib uplift at joint 13 and I 7. 10)This truss is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10. ref W standard ANSVTPI 1. Ttt 1u 11)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho LOAD CASE(S) Standard A 5630E lr,� �OFESSIOA Job I russ I russ I ype Qty Ply Harvest(cp(jutcnogue 13,luniper 17100522B T54 ROOF SPECIAL 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MITek Industries,Inc. Fri Nov 1713:04.59 2017 Page 1 ID:GtGyhnlErgjL61 s BzD2J4yWCud-nWfDYefiuHFWvw2GSXMTgn3diTpgBGdFwucpaQylHWc 5-1-12 + 11-8-14 19-8-14 0 8 5 1-12 6-7-2 8-0-0 11 7 9.00 Fiff Scale=1:49.c' 6 8 25 5 9 3x4= 24 3 3x4= 1 2 4 10 3 1Iq 1 1112 "? ITN N 23 26 273x4= 22 21 20 19 18 17 16 15 14 13 3x4= 19-8-14 19-8-14 _ Plate Offsets(X,Y)-- [3:0-2-0,Edge] LOADING(psf) SPACING 1-7-3 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.0122-23 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.0222-23 >999 360 TCDL 15.0 Rep Stress[nor YES WB 0.15 Horz(CT) 0.00 13 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wlnd(LL) 0.01 2223 >999 360 Weight:105 Ib FT=4% BCDL 10.0 LUMBER- BRACING. TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 10-0-0 oc bracing:22-23. REACTIONS. (Ib/size) 23=164/Mechanical,13=155/15-10-0,17=134/15-10-0,19=155/15.10-0,20=176/15-10-0,21=44/15-10.0,16=159/15-10-0,15=158/15-10-0, 14=132/15-10-0,22=389/15-10-0 Max Horz 23=-1 31(LC 7) Max Uplift23=-66(LC 7),13=-9(LC 8),19—36(LC 51),20=-45(LC 11),21=-64(LC 52),16=-35(LC 52),15=-32(LC 12),14=-57(LC 52),22=-73(LC 11) Max Grav23=256(LC 63),13=158(LC 17),17=197(LC 68),19=271(LC 38),20=287(LC 62),21=192(LC 40),16=206(LC 19),15=181(LC 58),14=181(LC 22), 22=585(LC 29) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-23=-181/62,1-2=-75/7112-3=-77/73,3-4=-83/751 4-24=-123/89,5-24=-75/104,5-6=-116/132,6-7=-156/183, 7-8=-1 56/183,8-25=-95/13119-25=-1 10/127,9-10=-65/75,10-11=-56/29,11-12=0/64,11-13=-1 42/64 BOT CHORD 23-26=-109/129,26-27=-1 09/129,22-27=-109/129,21-22=-35/68,20-21=-35/68,19-20=-35/68,18-19=-35168I 17-18=-35/68,16-17=-35/68,15-16=-35/68,14.15=-35/68,13-14=-35/68 WEBS 7-17=-169!75,6-19=239/70,5-20=-234/82,4-21=-162/57,8-16=-175/70,9.15=-127/77,10-14--136/78,1-22=-107/91, 2-22=-416/93 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.0psf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=69-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs OF NEW non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. C7 qO pHER 7)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection condi ns th responsibility of the fabricator to increase plate sizes to account for these factors. 8)All plates are 1.5x4 MT20 unless otherwise indicated. 9)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 10)Gable studs spaced at 2-0-0 oc. �► 11)Refer to girder(s)for truss to truss connections. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 Ib uplift at joint 23,9 ib p oint a �� 36 Ib uplift at joint 19,45 Ib uplift at joint 20,64 Ib uplift at joint 21,35 Ib uplift at joint 16,32 Ib uplift at joint 15,57 Ib uplift of 73 Ib uplift at joint 22. OFESSIO� 13)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and refere standard ANSI/TPI 1. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on oaae 2 Job 1 russ I russ I ype W Ply Harvest(q)Cutchogue tWUniper 17100522B T54 ROOF SPECIAL 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MITek Industries,Inc. Fri Nov 1713:05:00 2017 Page 2 NOTES- ID:GtGyhnlErgjL61 sJBzD2J4yWCud-FiDbm—gKfbNNX4dSOFtiM?bnSs9vwjto9YLN6tyIH Wr 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)49 Ib down and 34 Ib up at 1-4-13,and 61 Ib down and 34 Ib up at 3-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-61,3-7=-61 1 7-11=-61,11-12=-61,13-23=-16 Concentrated Loads(lb) Vert:26=-42(B)27=-61(B) of NEIVY � ' w 56308 !p� ARO�ESSto��'�' Job I cuss ' nus I ype My Ply Harvest 0 Cutcnogue H-Junlper 17100522B T55 Jack-Open 1 1 Job Reference(optional) Universal Forest Products,5631 S NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 Mi rek Industries,Inc. Fn Nov 1713:05:00 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-FiDbm-gKfbNNX4dSOFtIM7bpJsBzwl_O9YLN6tyIHWr -0-11-4 2-2-8 0 11-4 2-2-8 Scale:I"=1 3 1.5x4 11 6.75 12 3x6 T1 2 W3 Cr F1 1 W2 Ll B1 4 t 5 3x4= 1.5x4 11 2-2-8 _ 2-2-8 LOADING(psf) SPACING- 1-7-3 CSL DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 5 >999 480 MT20 197/144 (Ground Snow-30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-MP Wind(LL) 0.00 5 ""' 360 Weight:13 Ib FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2.2-8 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=15810-6-0,4=55/Mechanical Max Horz 5=51(LC 8) Max Upiift5-11(LC 11),4=-22(LC 8) Max Grav5=174(LC 17),4=76(LC 21) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52,2-3=-48/24,3-4=-43/14,2-5=-159173 BOT CHORD 4-5=-49/27 WEBS 2-4=-24/54 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 Ib uplift at joint 5 and 22 Ib uplift at joint 4. 8)This truss Is designed in accordance with the 2015 international Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard pF NEj/y ` 56306 tr,`' A�OFESSIO�P� Job I russ I russ I ype (Ay Ply Harvest V Uutchogue ti,lurnper 17100522B T55A Jack-Open 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:05:01 2017 Page 1 ID.GtGyhnlErgjL61 sjBzD2J4yWCud-jvnzzKgzQvVEBECfayOxvC806GXCfCKXNC5wfJylHWm 2-2-8 2-2-8 Scale:1"=1 2 6.75 12 1.5x4 II T1 3x6�i Lo I LC1 W3 W2 B1 3 4 3x4= 1.5x4 11 2-2-8 r 2-2-8 LOADING(psf) SPACING- 1.7-3 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 4 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 3-4 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 3 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.00 4 '"' 360 Weight:11 lb FT=40% BCDL 10.0 LUMBER- BRACING• TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (ib/size) 4=7410.6-0,3=74/Mechanical Max Horz 4=44(LC 8) Max Up1ift4=-1(LC 11),3=-21(LC 8) Max Grav4=88(LC 21),3=92(LC 20) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-61/2311-2=-37/27,2-3=-59/19 BOT CHORD 3-4=-42/28 WEBS 1-3=-22/33 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg-30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 Ib uplift at joint 4 and 21 Ib uplift at joint 3. 7)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard _SOF NEW �`_%opiAERG, ®,Q� r � 5630 AROI�SSIO�� Job I cuss I cuss I ype U[y NryHarvest Q�(:utcnogue 13-Juniper 17100522B T56 Common 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713.05:01 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-jvnzzKgzQvVE8ECfayOxvC8n4GCXf8TXNC5wfJyiHWm 7-10-0 15-10-0 16 99 7-10-0 8-0-0 '0-11-4' 4x6�� Scale=1:37.E 2 9.00 12 9 8 4x6 5x6 11 1 3 ---- 4 ic�V LIT 7 6 5 3x4 11 4x8= 3x4 11 7-10-0 7-9-4 __15 2 10-0 7-10-0 7-9-4 0-�- 2 Plate Offsets -- 1:Ed a 0-1-8 3:0-1-12 Ed e LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.06 5-6 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.13 5-6 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 5 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.11 5-6 >999 360 Weight:77 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except and verticals. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3`Except" W5:2x4 SP No.2 or 2x4 SPF No.2 REACTIONS. (Ib/size) 7=595/0-6-0,5=666/0-4-8 Max Horz 7=-125(LC 7) Max Uplift7=52(LC 8),5=-40(LC 8) Max Grav7=632(LC 21),5=677(LC 2) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-615/371,2-8=-448/390,2-9=-471/394,3-9=654/377,3-4=0/64,1-7=541/309,3-5=-610/346 BOT CHORD 6-7161/323,5-6=-236/368 WEBS 2-6=-287/249,1-6=-36/235,3-6=-148/200 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)The Fabrication Tolerance at joint 3=0% 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 Ib uplift at joint 7 and 40 Ib uplift at joint 5. 8)This truss Is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and refere c standard ANSVTPI 1. c�QF NEIL LOAD CASE(S) Standard 'Op�HER G obi V E: 66308 tc, v RO SSIONP Job I russ I russ I ype Uty Ply Harvest(9)c;utcnogue U-Juniper 171005226 T57 COMMON 5 1 Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MTek Industries,Inc. Fri Nov 1713:05:01 2017 Page 1 ID:GtGyhnlErgjL61 s]BzD2J4yWCud-jvnzzKgzUvVEBECfayOxvC8pcGObf7AXNC5wfJyIHWm 1- 8-0-0 16-0-0 6-11-4 1-4 8-0-0 8-0-0 -11-4 U 46�� Scale=1:38.0 3 9.00 12 9 10 6x6= 6x6= 2 4 rL N 8 7 6 3x6 11 46= 3x6 11 0 2,12 8-0-0 15-9-4 1 Q-Q-0 0- - 2 7-9-4 7-9-4 0• 2 Plate Offsets(X,Y)-- [2:0-3-8,Edge],[4:0-3-8,Edgel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.08 7-8 >999 480 MT20 197/144 (Ground Snow--30.0) Lumber DOL 1.15 BC 0.58 Vert(CT) -0.15 7-8 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.01 6 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.13 7-8 >999 360 Weight:86 Ib FT=4% LUMBER- BRACING TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WI:2x4 SP No.2 or 2x4 SPF No.2 REACTIONS. (Ib/size) 8=838/0-4-8,6=838/0-4-8 Max Horz8=160(LC 10) Max UpliftB=-70(LC 8),6=-51(LC 8) Max Grav8=878(LC 21),6=853(LC 2) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/80,2-9=792/479,3-9-576/501,3-10_610/501,4-10=826/479,4-5=0/80,2-8=-768/438,4-6=-768/438 BOT CHORD 7-8=-2931596,6-7=-293/462 WEBS 3-7=-380/327,4-7=-179/247,2-7=-146/228 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 70 Ib uplift at joint 8 and 51 Ib uplift at joint 6. 7)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard '(�®F N Y �,�OppHE/Z GQ � , �_ tY r 5630E �R� SS1014 Job I fuss I russ I ype (tty Ply Harvest Lw Cutcnogue B-Juniper 171005226 �T57GE COMMON SUPPORTED GAB 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC Run:8.030 s Apr 8 2017 Print:8.030 s Apr 8 2017 MiTek Industries,Inc. Fri Nov 1713:05.02 2017 Page 1 ID:GtGyhnlErgjL61 sjBzD2J4yWCud-B5LMBghbBCd5mOnr7gvARQh9mgt50d2hcsgTBiyIHWI V-11 8-0-0 16-0-0 16-1 0-11-4 8-0-0 8-0--0-0 0-11-4 44 Scale=1:34.( 6 5 7 9.00 12 4 8 T 3 T T 9 T T 2 T T 10 11 N 20 19 18 1716 15 14 13 12 15-9-4 _ 1$-0-0 15-9-4 _ 0 2 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. In poc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 10 n/r 180 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.00 10 n/r 80 TCDL 15.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 12 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-R Weight:89 Ib FT=4% BCDL 10.0 LUMBER- BRACING• TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puriins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 20=142/15.6-8,12=142/15-6.8,16=146/15-6-8,17=160/15-6-8,18=156/15-6-8,19=139/15-6-8,15=160/15-6-8,14=156/15-6-8,13=139/15-6-8 Max Horz 20=128(LC 10) Max UpIIft20=-60(LC 7),12=-49(LC 8),17=-35(LC 11),18=-31(LC 11),19=65(LC 8),15=-35(LC 12),14=-32(LC 12),13=59(LC 7) Max Grav 20=174(LC 22),12=165(LC 21),16=185(LC 24),17=1 91(LC 21),18=1 74(LC 21),19=207(LC 21),15=1 91(LC 22),14=1 76(LC 22),13=202(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-20=-137/80,1-2=0/64,2-3=-86/79,3-4=-74/93,4-5=-120/151,5-6=-165/203,6-7=-165/203,7-8=-120/151,8-9=-74/93,9-10=-75/67,10-11=0/64,10-12=-131/80 BOT CHORD 19-20=63/65,18-19=-63/65,17-18=-63/65,16-17=-63/65,15-16=-63/65,14-15=-63/65,13-14=-63/65,12-13=63/65 WEBS 6-16=-191/86,5-17=-151/70,4-18=-124/80,3-19=-133/73,7-15=-151/70,8-14=-124/80,9-13=-133173 NOTES- 1)Wind:ASCE 7-10;Vuit=f 3Omph(3-second gust)Vasd=103mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.Ii;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)All plates are 1.5x4 MT20 unless otherwise indicated. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-D oc. OF NEW 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 60 lb uplift at joint 20,49 Ib YO 35 Ib uplift at joint 17,31 Ib uplift at joint 18,65 ib uplift at joint 19,35 Ib uplift at joint 15,32 lb uplift at joint 14 and 59 Ib 11)Non Standard bearing condition. Review required. Q� 12)This truss is designed in accordance with the 2015 International Residential Cade sections R502.11.1 and R802.10. �8 standard ANSI/TPI 1. � d LOAD CASE(S) Standard to- 66305 V� AROFESSIO�P I 8-2- -15'0" 15'4" I ®; m$c W x 16,0„ I� Ha z '— -- �-- 8 --------- _ _ m{c E o m 8-92-090C= SoWEWCvrm. pWY �.o•cLnmrorno�LLU IIII IIII og3��?gcm�O�m aw IIII ' a�€ccoa�Bo CS, IIII $��c$mc8io� ¢ IIII IIII cam mac mtmx UU IIII v v Z c m .9.m UV L aW�ma"-.c mZQCo Q 2 c�d m m j m� o-m E F ' c N 56 , IIII �P�Ewa c TF-g i ~ SBma$�coNz�u-" 4 V0^ i I aWw0m�c«mrnO�O0 Toz 3 Hatch Legend �N 5 $ m } mmnN=,0:15a� T07 �10'high bearing wall&ceiling m _ 5 d-9 z a:I I EN°. wIFx-Oo—mm TOB 12'high ceiling 2LLZm1 7/12 ceiling pitchr'- y`o tJ�ulaa 5'81!2" X x r 8 I $� cacm I =V 02.-00 a0p 0 J CQmp - - T nless noted otherwise,wall and ceilingheights are 11'. E m�m m s o r m o o s o ��m �� F� �a� N ------ - --- - I Co QCS—N�a 3v Zzz oEQ�O ~mmacm ma0-0. zvn m$>w« P 4 cmm�EoB�cWLL� I pi am%�mmvw m OLL I mm� m�m`F �¢ P I am�Ei'a me ca wmW P 4 I .f Q�y's�`aiomrn ¢Q$ sl ��m m.9 1f mnIS v-Zt0— to In <o P 4 N AM - O Is TO922 F � F F Im m m m 6^ 82$-00s cm w� „� i la a a d PB37 ---- P 2 " THM P831 \ T i Fo P630 m P� 3 N� I I T II II y I � C R paw a x I c I i V73116" TOB 1 P2" V73/16. i T07 I � o N mo 4 21 N ----- -- O y ?'7;/16" G o 1'7 /1 s" O O r N O U, O T 677W �, •C TlE ! C m 18'6" 9'4" 12-0" �I .I {I Un i 4-:-S lip AP,PRO ED AS NOTED DATE: B.P.# Fire separation FEE:A� BY: required as per NOTIW,BU ID G DEPART AT NYS Code 7.65-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE Blower door 2.,-ROUGH. FRAMING & PLUMBING and ductwork 3. INSULATION. 4. FINAL - CONSTRUCTION MUST testing required. BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Must provide Manuals YORK STATE. NOT RESPONSIBLE FOR D, J and S as per DESIGN OR CONSTRUCTION ERRORS. NYS Energy Code COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES ELECTRICAL AS REQUIRED AND CONDITIONS OF INSPECTION REQUIRED >201 I1W 1 n MAIL A� SOUTHOLD TOWN PLANNING BOARD todfl:10.111.15 10VVN MMIE5 TRUSS PLACARDING REQUIRED PLUMBER CERTIFICATION O)V'EAD CONTENT BEFORE OCCUPANCY OR Cl1RTIFI6ATEOFOCCUPANC'Y USE IS UNLAWFUL SOLDER USED IN WATF_F, SUPPL Y SYSTEM CANNO T WITHOUT CERTIFICATE' EXCEED 2140 OF I% LEAD. OF OCCUPANCY PLUMBING, ALL PLUMBING WASTE WATER LINES NEED DRAINAGE INSPECTIONS ARE REQUIRED ESTING BEFORE GOVE RING Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. All exterior lighting DO NOT PROCEED WITH FRAMING UNTIL SURVEY installed,replaced or OF FOUNDATION LOCATION repaired shall conform HAS BEEN APPROVED. to Chapter 172 of the Town Code GRCH ARCHITECTURE PC . 3750 EXPRESS DRIVE SOUTH SUITE 202 L ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)8643395 V D March 12,2018 MAR 1 5 2018 Town of Southold `�iri1!-' ��: Building Department TOWN OF SOUTHOLD 53095 Route 25 Southold, NY 11971 Attn. Ms.Amanda Nunemaker Re: Harvest Pointe at Cutchogue Models B, B-1, B-2,C and Alternate Elevation Documents Dear Ms. Nunemaker: Please note that where stated on: Elevations: "Centerline of 2-hour separation wall" Foundation Plan, Floor Plans, Roof Plan and Building Sections: "Centerline of 2-hour separation wall per UL#336 Sheet FW2: "2-Hour Firewall separation detail" �L ailed is a 2-Hour Firewall in this application. e Respectful submitted, ED AR y Gle erve ,AIA, L DAP Pri ipal * C7 M --- . p- '3 81 y0� �'F N E� i ' R302.12 Draftsto in . In combustible construction where there is usable s ace both above and below the concealed s ace of a floor-ceifin assembl , draftsto s TABLE R�05.1 C_ 2017 YORK STATE U IFOR CODE PP g P P 9 Y P Section R at Foam Plastic V shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System f- LY 2017 EFFE OCTOBER 31, 201 a roximatel a ual areas. Where the assembl is enclosed b a floor membrane above and a ceilin membrane below, draftsto in shall be rovided in R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z 2017 YORK STATE CODE SUPPLE�IEI(T (PUBLISHED JU , CTTyE PP Y q Y Y 9 PP 9 P UNIFlED SOIL VOLUME W r ' NDN R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall Soil CLASSIFICATION CHANGE ;__V E 2017 YORK STATE ERGY CO SERVAl10N CONSTRUCTION CODE floor-ceiling assemblies under the following circumstances: SOIL DESCRIP110N DRAINAGE FROST HEAVE NEVI al N bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GkOUP SYSTEM CHARACTERISTICS POTENTIAL POTENTIAL �� 2017 NEVY YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOA AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will comply with the requirements. SYMBOL EXPANSION f"� R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, m 2016, EFFECTIVE OCTOBER 31, 2017) R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal GOOD LOW LOW (, � LITTLE OR NO FlNES O � ` 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not less than '/z inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW Z �„/ Q., s R302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re uired where all of the followin a I LITTLE OR NO FlNES 2016 NYSEC (2016 IECC 2ND PRINTING) P q 9 PP Y TITLE 19 NYCRR PARTS 1220 THROUGH 1228, 240, 264 AND 1265 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is re uired b Section R807.1. GROUP I Sw WELL GRADED SANDS, OR GRAVELLY SANDS, O) - 2 1 1 q y GOOD LOW LOW _� Exce tions: LITTLE OR NO FINES >_ o rn � ` SECTION R101 P 2. The Space is entered only for purposes of fepalfS or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, F- � � U) v U E 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 LITTLE OR NO FINES GOOD LOW LOW () +-r > inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW � ■r""� Q 0 R101.2 The rovisions of the Intemational Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section R303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers ar installed in the perimeter joist space without sM SILTY SAND, SAND SILT MIXTURES coop MEDIUM Low F- �r N Z P ia 6.4 subject to all of the followin ._ - replacement, repair, equipment, use and occupancy, locction, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Sect n R31 1 g , GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3Y inch. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW ZO L X _ M plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, 0 Q W cv M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in GROu� 2 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW = L �' R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. SLIGHT PLASTICITY ! , M su ortin a surchar e. 2. The lazed areas need not be Installed in rooms where Exce tion 1 is satisfied and artificial li ht is rovided that is ca able of roducin an averse CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, ❑ UN PP 9 9 9 p 9 P P P 9 9 GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM I L_ v illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS TO LOw R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation woad girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum 0- is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Heigt.• above finished grade, Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points Section R305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Bockf;ll placement. Backfill shall not be placed against the wall until the wall has sufficient strength and hats been anchored to the floor above, or �,. official prior to the final inspection. " R305.1 Minimum height. Minimum ceiling heights of 7'-0' in habitable rooms. Minimum ceiling heights of 6'-8 in bathrooms, toilet rooms & laundry roams. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has bA=.: sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage R202 Definitions: inches above an area of not less than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concre+e or masonry foundations. Drains shall be provided around concrete or masonry foundations that retaiin earth and enclose habitable or asteners and service o enin s. 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 I y Z Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that f P 9 30 inches at the showerhead. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F useGle ��eces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 1667. installer; a+. or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. O ro'ect to within 6 feet 4 inc es o e F- Mezzanine: An intermediate IE�vel or levels between the floor and ceiling of any story. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted top 1 Exceptior A drainage system is not required where the foundation is installed on well drained ground or Bond gravel mixture with soils according () oastal mean hi h water line where the ultimate desi n wind s eed finished floor. Windbome Debris Re ion: Areas) within hurricane-prone regions located within 1 mile of the c g 9 P a r s locations for the u oses R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position to the u^ ;ed Soil Classification System, Group I Soils, as detailed in Table R405.1. Z) 9 R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific h za dou p rp (Vult) is 130 mph or greater, of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers W R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed or o erable anel adjacent to a door shall be considered to be a hazardous location where the shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a Section R406 Foundation Waterproofing and Dampproofing F- o e 9 1 9 P P 1 stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to fn Alternative rovisions. As an alternative to the re uirements in Section R301.1, the following standards are permitted subject to the limitations of this c d bottom ex osed ed a of the lazin is less than 60 inches above the floor. R406.1 Concrete c,d masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z R301.1.1 P q desi n shall com I with the International Buildin P 9 9 9 facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a and the limitations therein. Where engineered design is used in conjunction with these standards, the g PY 9 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, ole or other si n or means shall be used to identif the structure. Address identification shall be maintained. spaces ana floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6'� inches below the top of the basement � Code. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging P 9 Y floor to i.he finished grade using a bituminous coating. U 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) door. W Section R321 Elevators and Platform Lifts � R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up Ito a height of one-half of the backfill) R 321.1 Elevators. Where rovided, assen er elevators, limited use and limited a lication elevators or rivate residence elevators shall com I with ASME LL R301.1.3 En ineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. P P 9 PP P P y heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage wfhile avoiding infiltration of fine soils. � 9 A17.1 CSA 844. conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: / demonstrate compliance of nonconventianal elements with other applicable provisions and shall be compatible with the performance of the conventional framed Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. The remainder of excavated area shall be backfilled with the same type of soil as was removed during excawation. M system. Engineered design in accordance with the Intemational Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. L ' J Z � T R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is ccovered by o class one vapor retarder � v V J scope of this code. Section R322 Flood Resistant Construction material. If 'his retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of Section R310 Emergency Escape and Rescue Openings M N H WNHOUS UNIT BASEMENT ARE RE UIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. n criteria. Buildin s and ortions thereof shloll be constructed in accordance with the wind provisions of this code using the ultimate design wind RESCU O BASEMENTS E I SINGLE FAMILY HOE & I EAC TO E O Table R301.2 1 , and substantial im rovement and restoration of substantial damn a of buildin s and structures in floor hazard areas, shall be desi ned R408.4 Crawls ace access anel to be min. 18" b 24". 0 enin s throw h er �T � R301.2.1 Wind desig g p ( ) P 9 9 9 P P y p g g p meter wall shall be not less than 16'" by 24", !"'�'1 speed in Table R301.2(1) as; determined from Figure R;301.2(4)A. RESCUE OPENING PER SECTION R310. (Egress window & window well) and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. R301.2 1 opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant R502.2.2 Blocking and els a oring. Blocking for fastening panel edges h fixtures shall ra a minimum of utility grade lumber. Subflooring shall be wood TABLE ( ) structural anels as s ecified in Section 503. I CLIMATIC: AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the p P 2. Freblocking shall be of any grade lumber. the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. ll`_1 GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R502.6 The ends of each joist, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less a FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 R 322.1.E Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing 1 9 / 9 th n 3 inches on SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual P 9 P l? TERMITE DECAY E UIRED HAZARDS Index Tem inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at ar above the elevation required in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. ,� LOAD m h Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP R 0 P P P 9 q pp P y P pp pp y Y p 9 y j ^ - ( P ) R310.2.3.1 Ladder and ste s. Window welts with a vertical de th rester than 44 inches shall be a ui ed with a ermanentl affixed ladder or Ste s usable with the R322.3. R502.7 Lateral restraint at su arts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to band or rim oist. � E,.+,y Region Debris window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W W tone wall and shalt be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or 1-joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these co R MODERATE SLIGHT TO 10 X 1500 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. p 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes an approved alternative method. effects of buo anc , durin the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted Y Y 9 9 9 9 Y P R502.11.1 Wood Truss Des'cr.. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design m Exce tion: A drains e s stem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. rofessional where re uired b the statues of the jurisdiction in which the roject is to be constructed. lc J �•/ R301.2.1.4 Exposure category. P 9 Y q 9 P G Y 1 P l 1. Ex osure B. Urban and sulwrban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate P infiltration of flood waters into the system in accordance with the plumbing provisions of this code. O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. Section R506 Concrete Floors (On Ground) h 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the J elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. 600 feet from the artiall obstructed area. Includes flat o en count and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand, ravel, crushed stone, crushed concrete or crushed blast-furnace sla assin P Y P ry Handrails shall not roject more than 4 1 inches on either side of the stairwa and the clear width of the stairwa at and below the handrail hei ht, R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 9 9 9 9 P 9 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 P 1 � Y Y 9 a 2-inch sieve snail be placed on the prepared subgrade where the slab is below grade. M"�) includin treads and landin s shall be not less than 31 X inches where a handrail is installed on one side of 27 inches where handrails are rovided on 1. Be used solely for parking of vehicles, building access or storage. U feet from the unobstructed area. 9 9 � P Exception: A bass course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: 66 both sides. according to the United Soil Classification System in accordance with Table R405.1. 2 Headroom. The headroom in stairwa s shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured R - n R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7 y 506.2.3 Va or retarder. A 6 mil 0.006 inch of eth lene ora roved va or retarder with joints la ed not less than 6 inches shall be laced between F- on the exterior of the enclosure walls, P ( ) P Y Y PP P 1 PP P bearin wall stud hei ht ermitted b Table R602.3 5. Individual walls or wall studs shall be ermitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q 9 9 P y ( ) P R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: F_ provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings ^I•'� �•.�er unheated accessory structures. i 111""'��"""' I Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design U) resist wind loads shall be in accordance with the International Building Code. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have openings. I--- U R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not mare than 1 �/ inches shall be provided on stairways with solid risers. Section R602 Wood Wall Framing Z 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade R602.3 Design and cons+ruction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1, throw h R602.3 4 Wall sheathin W R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. 9 ( ) 9 R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common 2 R311.7.8.2 Continuit Handrails for stairw s shall be continuous for the full len th of the fli ht. 3. 0 enin s shall be ermitted to be installed in doors and windows; doors and windows without installed o enin s do not meet the re wrements of this shall be fastened di..-qtly to framing members and shall confirm to the requirements of Table R602.3(3). wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Y aY 9 9 P 9 P P 9 q D shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical ' Exceptions: section. U installations shall be in accordance with Chapters 34 tlhrough 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall , not greater than 24� inches. Each tread shall have a depth of not less than 0 inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than q inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not mare than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(l) FASTENING SCHEDULE infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section R on Mezzanines TABLE R302.1(1) " R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION FA T NIN (a,b,c,d) 1(PE EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30 above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located. r: � FlRE-RESISTANCE RnTED t HouR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL iii. ti r r: R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. I- ai o r WAILS followin : 3. CEILING JOISTS NOT ATTCHED TO RAFTER , LAPS THREE 16D COMMON FACE NAIL ¢ ry CV N ri r` �i o NOT FIRE-RESISTANCE RATED >-5 feet 9 R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, ( ) o �i �i ri ri ao PROJECTIONS FlRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened columns and posts, OVER PARTITIONS position. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 FACE NAIL TABLE R302.1(2) Exceptions: ( ) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 1. Mezzanines or EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. MINIMUM MINIMUM FIRE 6. RAFTER OR ROOF TRUSS TO PLATE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 2. In buildings that are not more than two stories above rade lane and a ui ed throw lout with an automatic s 'inkier s stem in accordance with THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 9 p q pp 9 P y !n^ Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. ROOF RAFTERS TO R..,�E, VALLEY OR HIP THREE 10D COMMON. TOE NAIL WALLS FlRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. RAFTERS TWO 16D COMMON. END NAIL NOT FIRE-RESISTANCE RATED 3 feet Section R313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z O z z z z deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O o o r= O_ o O_ O_ assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR SD COMMON. TOE NAIL � fn D R302.2.2 Parapets for townhouses. 13D. w w w w w w w 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL a U, W o a- Exception: A parapet is not required in the preceding twro cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES .;PLICE 8-16D COMMON (24"MIN LAP SPICE EACH SIDE OF JOIINT) FACE NAIL . ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. Section R403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL N each side of the wall or walls or one layer of 5/8 irnch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a com tete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, cls a sand, silt ravel or 15. BOTTOM PLATE TO MOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL o than nominal 2 inch 51 trim led ers attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or p 9 9 P 9 / 9 s y y y 9 ( ) g g Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the cls a ravel with a resum tive desi n load bearin value of 2 000 PSF. Do rat lace footin s on soil that consists rimaril of cls or silt or have 16. TOP OR BOTTOM FLATF TO STUD TWO 16D COMMON. END NAIL . walls and any openings or penetrations in the roof are not within 4 feet of the common walls. buildin is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall be ermitted to be located such that their y y 9 P p 9 9 P 9 P Y Y g YP P P P any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 3. A parapet is not required where roof surfaces adjacenit to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the followin locations: lower roof. The common wall construction from the Mower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. 9 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rutin . The wall shall be rated for ex osure from botch sides. 2. Basement walls exposed to weather. 3000 psi plus 5 to 79� air entrainment (� 9 P 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL F- R302.2.4 Structural inde endence. Each individual townhouse shall be structural) inde endent. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment P Y P Section R314 Smoke Alarms 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z Exceptions: R314.1 General• Smoke alarms shall com I with NFPA 72 and Section R314. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. W P Y 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 � 0 1. Foundations supporting exterior walls or common walls;. R314.1.1 Ustin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10� CD 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 20349 R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL O O m Y 9 9 Y 9 P Y 9 R314.3 Location. Smoke alarms shall be installed in the following locations. isolated plain concrete footings supporting columns or pedestals are permitted. R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se orated from each other b wall and floor assemblies havin not less than a t-hour 31. WOOD STRUCTURAL. PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and -� p fire-resistance rutin where tested in accordance with ASTM E 119 or UL 263. Fre-resistance-rated floor ceifin and wall assemblies shall extend to and be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Y2 inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W Lu 9 / 9 1. In each sleeping room. Y ti ht a ainst the exterior wall, and wall assemblies shmll extend from the foundation to the underside of the roof sheathin . anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches Into concrete and located in the middle third of 0 W 9 9 9 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 8D COMMON (SUBFLOOR) supports (see note f) W w Exceptions: the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and = ¢ 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails are smooth-common box or deformed shanks exce t where otherwise stated. Nails used for framin and sheathin Z U 0 1A fire-resistance rating of hour shall be permitteed in buildings equipped throughout with an automatic sprinkler system installed in accordance with NEPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in p 9 9 Z 13 connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), � a location required by Section R314.3. 90 ksi for shank diame+Ars lar er than 0.142" but not lar er than 0.177", and 100 ksi for shank diameters of 0.142" or less. C? R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R342.3, the supporting construction of such assemblies TABLE R404.1.2(1) 9 9 C0 shall have on a ual or reater fire-resistance ratio 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically W I, q 9 9 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from riidges, eaves and gable end 0 w v R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with aself-closing device. Doors cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on ,:enter to gable end wall framing. from garage into habitable space: 45 min, fire rated ,with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ R302.5.2 Duct Penetration. Ducts in the garage and ducts penietrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) No. 26 a e sheet steel or other a roved material and shall not have o enin s into the aro e. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section 5 R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one lffoor plus roof/ceiling assembly. 2x6 W = 9 9 PP P 9 9 9 8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY - r h II se arated s e uired b Table R302.6. 0 enin s in arae walls shall com with Section R302.5. R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: W U R302.6 Dwelling garage fire separation. The ga age s a be p a r q y p g g g ply Attachment of gypsum board shall comply with Table IR702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms >8 AND ONE No. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 J2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maxinnum wall height of 18 feet when 5= R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z z R302.6 Garage ceiling: 5/8 type X gypsum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at cornesrs and intersections with bearing ; Q accordance with UL 2034 and UL 217. artitions. End oints in to lates shall be offset not less than 24 inches. Joints in lates need not occur, over studs. Plates shall be not less Z v R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls han 2 inches nominal thickn ss and have a width not less than the width of the studs• (D D o CO finishes shall have a smoke developed index of not greater than 450. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). NJotching & bored hole limitations for U) REt, R302.11 Fire blocking shall be provided in wood framed construction in the following locations: W \�-E �� 1. The dwellin unit contains a fuel fired a liance. SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 9 PP framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at etach side of the notch with 8-10d nails 0 G ERT C 1.1 Vertical) at the ceilin and floor levels. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling Unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF (� C, 'S� y 9 WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) _ ,A 1.2 Horizontally at intervals not exceeding 10 feet. Do not backfill with an soil containin silt or clo . F- �� N (FEET) (FEET) Y 9 Y I 1 2. At interconnections between concealed vertical and horizontals aces such as occur at soffits, dro ceilin s and cove ceilin s. 915.2.3.1 One Family Dwellings. + 1 �m p p g g WALL THICKNESS (INCHES) c 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. 8 10 12 , _�' %z � 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and 8 7 NR NR NR - - 11C products of combustion. The material filing this annullar space shall not be required to meet the ASTM E 136 requirements. 9 8 5 0 41 NR NR =I e` 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be rovided on each sto containin a Slee in area, within 15 feet of the slee in area. More than one carbon monoxide �� P ry 9 P 9 P g 10 9 6 0 41 5 0 22 NR ,\., \8 ,. _`?_ 6. Fire blocking of cornices of a two-family dwelling its required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is mare than 15 feet away from a carbon monoxide alarm. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. _ 1✓ I •.'N `( .� 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars 1Y clear from inside face of walls. The center of bars shall not vary from this by more than Y8 inch. --��' 2. Two thicknesses of 1' nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. , 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. B NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 0 1 6 0 2 3 5. One half inch gypsum board. 6. One quarter inch c f min based mil r gla. T T IT 2 � MODEL B W 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. U � � Q SHEET NUMBER " 2 .. CL 2 M DEL - & 6 O Bl W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes d enetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS I D E N T I F I C AT I 0 N SIGN U) Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN slab-on- rade floors shall have ri id o a ue and weather-resistant rotective coverin to revent the de radation of the insulation's thermal erformance. SPACING WIND SPEED V ult 9 9 P q P 9 P 9 P 2. A flashing of an approved elastomeric materal. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 2 (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND OR TIMBER CONSTRUCTION O MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause U � WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a pan constructed of one of the following: WIND EXPOSURE 6" DIA. SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. REFLECTIVE RED U 4-� U � (INCHES) PANEL SPAN (INCHES) INCHES O.C. INCHES O.C. PANTONE PMS 187 0 V G .0) RATING ( ) ( ) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. ( ) # B C D TABLE N1102.1.2 (R402.1.2) Z 1.75 :14/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. L COMMON A plastic pan shall not be installed beneath a gas-fired water heater. � � 0) L R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL V _ ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL +-+ ~ ` R-VALUE Section 0101 Scope z EFLECTIVE � ' Q o�' practice. 4 ExCEPT 0101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. WHITE = N>; I MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 U) ,F ,2 2 Z _ R802.11 Rafter or truss uplift force. Section U102 General Definitions For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does Z U u cd� Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar / i �.M rn not allow sufficient s ace for the re wired insulation, the minimum re wired insulation for such roof ceilin assemblies shall be R-30. The reduction of 1/2" 1 4 OU Q w M Span (ft) 12 18 24 28 32 36 42 48 P q q / 9 hotovoltaic or solar thermal stem. o `a v insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. P sY TRUSS IDENTIFICATION SIGN STROKE Uplift Force # 117 149 182 203 226 247 281 314 COMPLIANCE WITIH 1s NYCRR 12s4 ❑ = ti � Increase x1.09 for pitch < °x/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. NI 102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN U M M weatherstnpped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN � c� R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. and shall enetrate the wood not less than 5 8 inch. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE P / R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM (PMS)1187. a R702.4 Ceramic Tile. areas as required by the Internationa► Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with I ted in Table R702.4.2 N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. a total floor area less than or a ual to 2,000 s uare feet 185.8 m2 er dwellin shall have a solar-read zone area of not less than 150 s uare feet SECTION 1265.4. SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materia s lis q q ( ) P 9 Y q and installed in accordance with the manufacturers recommendations. N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED TABLE R702.4.2 below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required by the International Fire Code. TO THE EX1ITHE E THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: I$ X,OR G THE SIGN OR SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC 80X,OR IF THE U11UTY is insulated in accordance with Section N1102.1.2 and N1102.2.8. U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL Backer Board Materials N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting MATERIAL STANDARD _ i h 7 the doors shall be tested and listed for the fire lace. Where usin 0103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO�AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE IXIFRIOR doors on factory built fireplaces listed and labeled in accordance w t UL 12 , P 9 WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 0103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIDR TO THE ISSUANCE OF A CERITFlCATE Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder OF OCCUPANCY OR A CERI1FlCAlE Of COMPLIANCE. � NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY location or main circuit location. WOOD ROOF TRUSS SPECIFICATIONS: U NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. D Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet F- SIZE OF STEEL ANGLE No STORY ONE STORY TWO STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: U) a.c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z L3x3x1/4 a'-o' a'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) L4x3x1/a e'-a' 5'-O' 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. L5x3.5x5/16 10'-0' e'-0' 6'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + $ (EQUATION 16-10) U GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) W L6x3.5x1/a 14'-0' 9'-6' 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 BE SEALED. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED INl ACCORDANCE WITH CHAPTER 26 TO 30 OF H m a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR .IAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN oN THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ DOORS SEALED. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPUCABLE SNOW DRIFTING OR BUILD UP LOADS AS RTEQUIRED BY ASCE?-10 , TCDL = 15 PSF, �...� R703.12.1 Clearances. f exterior stud walls, adhered masonry veneer shall be installed: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. W 1. Minimum of 4 inches (10,? mm) above the earth R703.12.2 Flashin at foundation. A corrosion-resistant screed or lfloshin of a minimum 0.019 inch 0.48 mm or 26 a e alvanized or lastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION DESIGN LOADS: g 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR vertical attachment flange of 3 M inches (89 mm) shalll be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS; DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene siding shall not be installled on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. ALLOWABLE GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(5) FOLLOWING INFORMATION; r GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. ( feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 2. LOCATION OF ALL JOINTS. ~� fG/---1 Exception: Walls perpendicular to the line used to detennine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 R703.8.2.2. Su rt b roof construction. A steel an le shall be laked direct) on to of the roof construction. The roof su ortin construction for the steel an le shall THE DRYWALL. Wlth no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. O PPo Y g p y P PP 9 9 SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. N W OAD. ^ , anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be P-4 anchored b the use of two 10d nails at eve wood stud s acin . Install flashin and wee holes. The maximum het ht of the brick veneer above the lintel ELECTRICAL// PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF Floors and ceilings w/ brittle finish L/360 4.3. BOTTOM CHORD LIVE LOAD. W w y ry P 9 9 P 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.4. BOTTOM CHORD DEAD LOAD. U) HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 4 Mason veneer shall be anchored to the the su ortin wall studs with corrasion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with luster or stucco finish L 180 4.6. CONTROLUNG WIND LOADS. p R703.8 ry PP 9 P / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. veneer a minimum 1-1/2 triches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A m = 8d common nail. Airs ace= Nominal 1" between sheathin & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. P 9 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ [�� spaced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 3 of c (exempt from Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. r-� Floshin shall be located beneath the first course of mason above finished round level above the foundation wall or slab and at other points of support., C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R3ot.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. O R703.8.5 g ry 9 Lintels su ortin mason veneer L 600 including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD sBEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 PP 9 rY / 9. CONNECTION REQUIREMENTS FOR TRUSS TL GIRDER-TRUSS,TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: or ay nd ilt ill qu GM, and GC. 10. DEFLECTION RATIO FOR SNE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN INE TRUSS MEMBERS. Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � U r� R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. not less than 5 feet from foundation walls or to an approved drainage system. WOOD FLOOR TRUSS SPECIFICATIONS• H N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION) 1605.3 OF THE INTERNATIONAL BUILDING Q R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include Door And Window Required Design Loads: CODE. F" R802.3 Framing details. Rafters shall be framed not more than 1 1% inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures U with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: F- U At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATON 16-8) Z rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 R403.2 Hot water boiler outdoor tem erature setback. Hat water boilers that su I heat to the buildin throw h one or two i e heatin s stems shall D + L EQUATION 16-9 W that oint. Where the roof Itch is less than three units vertical in 12 units horizontal 25 ercent sloe, structural members that su ort rafters and ( ) P PPY 9 9 PP s y 130 MPH ULTIMATE 140 MPH ULTIMATE ( ) p P ( P P ) PP have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ceiling joists, such as ridge beams, hips and valleys, slhall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, U R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with N1103.3.1 R403.3.1 Insulation Prescri tive. Su I and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 76.2 mm In diameter and 10 S.F. +18.2 -19.0 +21.2 -28.0 O accepted engineering practices. ( ) ( P ) ppY ( ) / / FLOOR TRUSSES SHALL BE DESIGt;;��TO SUPPORT THE FOLLOWING DESIGN LOADS: R802.7.2 Engineered wood products. Cuts, notches and holes bared in trusses, structural composite lumber, structural glue-laminated members, cross-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.2 -26.0 TCLL = 40 PSF, TCDL = iO PSF, AND BCDL = 5 PSF l0 1 timber members or d joists are prohibited except where permitted by the manufacturer's recommendations al where the effects m such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +1 6.3 -20.0 +19.0 -23.0 1 specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5 -19.0 +18.0/-22.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. av' a de t to thickness ratio exceedin 6 to 1 based on nominal dimensions shall be su orted laterals b solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS H R802.8.1 Bridging. Rafters and ceiling joists h Ing p h g PP Y Y blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the FOLLOWING INFORMATION: ALL INCLUDE THE 8 feet. Exceptions: adjustmen sicoeffi ient in Table R301.2(3). 1. DEPTH, SPAN, AND SPACING. g g pressures acting toward the building surfaces. 2. LOCATION OF ALL JOINTS. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0' and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. continuously welded joints and seams, and lacking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. r- N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. r r 4.4. BOTTOM CHORD DEAD LOAD. Lii �- �: � � � � �,; N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ►- ri o r� .- ABBREVIATIONS Q NNNM � be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and coaling equipment shall be sized in 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. `� N r' °' ao R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch s ace shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A•B, ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. P D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be rovided between the insulation and the roof sheathin and at the location of the vent. or other approved heating and cooling calculation methodologies. A.F.F. ABOVE FINISH FLOOR 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION of EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY P 9 DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE RNG RANGE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Code as amended , the 2015 International Residential Code as amended , ar the New York Ci Construction Codes, as a licable, or with other a roved A.F.T. ABOVE FINISH TREAD EA' EACH LVR. LOUVER 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access ( ) ( ) pp pp E.J. EXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM;. ALUMINUM R. RISER R807.1 Attic access. Buildings with combustible ceiling or roolf construction shall have an attic access opening to attic areas that have a vertical height of 30 ELEC. ELECTRICAL 10. DEFLECTION RAT10 FOR LNE AND TOTAL LOAD. ANCH. ANCHOR MAS• MASONRY RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling EL.EV. ELEVATION Section N1104 R404 Electrical Power and Li htin S stems < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. framing members to the underside of the roof framing members. ( ) 9 9 Y EQ. EQUAL MAX S.C. SAWCUT ARCH. ARCHITECTURAL MAXIMUM The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall ® AT EQUIP EQUIPMENT MOO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOIR-CEILING ASSEMBLY DRAFTSTOPS SHALL BE 01 accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION " MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFfSTOPPING SHALL DIVIDE THE CONCEALED SPACE INiO APPROXIMATELY EQUAL AREAS. 66 Z N Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. BD. BOARD EXT• EXTERIOR MIN. MINIMUM SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FILOOR-CEIUNG ASSEMBLIES UNDER THE O O O O O O O access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE• EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: V5 V5 v> ; cn cn cn located in attics. Section M1305 Appliance Access BM BEAM M•O• MASONRY OPENING STAINLESS STEEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. > > > w > > > > S.S. w w w w w w w M1305.1 A liances access for ins ection service re air and re lacement. liances shall be accessible for ins ection, service, re air and re lacement without BTM BOTTOM F C MTL• METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w PP P P P APP P P P / FLOOR COVERING CHANGE STRUCT. STRUCTURAL Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT `O R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING SUSP. SUSPENSION EDN. FOUNDATION (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. BRK BRICK FLR. FLOOR SGD SLIDING GLASS DOOR N roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE # TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-(PLATE-CONNECTED WOOD TRUSSES SHALL N R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured CL CENTER LINE F.R. FIRE RATED O•C ON CENTER TB TOWEL BAR `- OPER. OPERATOR COMPLY WITH ANSI/TPI 1. THE 1TtUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINJEER IN THE STATE OF NEW YORK. tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FRM FRAME T & G TONGUE AND GROVE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET TGS TOP OF GRADE SLAB INSURE TIGHT FfTTING JOINTS. COL. COLUMN OPT. OPTIONAL TOP OF FOUNDATION WALL R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. FTG FOOTING OSB TFW TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONIITACTOR IS RESPONSIBLE FOR THE MEANS AND � be installed er manufacturers s ecifications to maintain roduct warrant . Car down front of fascia, min 4" M 1502 Clothes d er duct maximum len th not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC. CONCRETE ORIENTED STRAND BOARD Typ TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE Z W R 905.1.2 An ice barrier/ water shield' shall p p p Y ry ry 9 COND. CONDITION GA. GAUGE oZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SOCA BUILDING COMPONENT SAFETY INFORMATION BCS; GUIDE TO GOOD PRACTICE FOR typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV. GALVANIZED ( ) W labeled in accordance with UL2158A. Exhaust duct size shall corn with code section M1506. CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTAWNG & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 0 higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less pry CONST. CONSTRUCTION G•C• GENERAL CONTRACTOR ONE SHELF TRPL TRIPLE + � 1 g TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL o_ than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-0' is required betwern air exhaust terminations and openings into the building. GEN. GENERAL / } CTSK. COUNTERSUNK PC POURED CONCRETE ' THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O m R 905.2 Slo e. As halt shin les shall be used onl on roof slo es of two units vertical in 12 units horizontal 2:12 or reater. For roof M1507.4 Minimum required local exhaust rates far one & two family homes. GYP. GYPSUM BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. O p p g y p ( ) 9 C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE J Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G•L. GLUE LAM PBD• PARTICLE BOARD W w slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVER Y PL• PLATE VERT. VERTICAL � U w underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT PNL. PANEL W w I- HDWR. HARDWARE V.I.F. VERIFY IN FIELD l0 l = a of'n nails minimum 12 Y w Ivani ed steel stainless steel aluminum or co er ro I CLG. CEILING WORK PERFORMED SHALL COMP .LTH THE FOLLOWING: R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be ga z pp 9 HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER � U o a e 0.105 inch 3 mm shank with a minimum 3 8 inch diameter 9.5 mm head, corn I in with ASTM F 1667,of a len th to C.M. CROWN MOULD g g [ ( )] / ( ) PY 9 9 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than PF. PREFABRICATED WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z enetrate throw h the roofin materials and not less than % inch 19.1 mm into the roof sheathin Where the roof sheathin is C.R. CHAIR RAIL HD.WD. HARDWOOD W/ 0 p g g ( ) 9• 9 1 inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates HR. HOUR PR. PAIR WD, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. _ 4 less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER HDR. PROJ. PROJECT PROJECTED WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. HEADER / W.W.F. W it R 905.2.8.3 Sidewall flashing. Base; flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. l0 t inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW / WINDOW 5. All applicable state & local codes, ordinances and regulations if any. or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER P.T. PRESSURE TREATED ❑ the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 404.7.3 Shield lates. Shield lates shall be of steel material havin a thickness of not less than 0.0575 inch 1.463 mm No. 16 a e DIR. DIRECTION INGR. IN GROUND re In areas where the drawings da not address methodology, the contractor shall be bound to perform strict compliance witch manufacturers specifications and / or rovided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be ( ) P P 9 ( ) ( 9 9 ) INSUL. INSULATION QUAD. QUADRUPLE recommendations. W provided in accordance with Section R ase flan G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of DDR DOWN INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any iLi X P the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DOOR I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. � c_ R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS 0 1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. II } overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /4 inch (6.4 mm) below the roof sheathing DWG. DRAWING door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof KSI KIPS PER SQUARE INCH z deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underloyment shall be installed level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall 9 � � over the drip edge along eaves and under the drip edge along rake edges. The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening promptly report it to the architect for proper adjustment before proceeding with the work. Z Q U into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent termination clearance. GRAPHIC SYMBOLS 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the same character as for similar (� o E conditions that are shown or noted elsewhere on the construction document set. R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 The vent terminal of a direct vent o )tante with an in ut of over 50,000 BTU er hour shall be located not less than 12 inches from an air o enin into � � C PP P P Y P 9 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufa(cturers and suppliers recommended W G ERT ti and 4 of this code. the building. C ij, R 1003.9 Termination. Chimne s shall extend not less than 2 feet hi her than an ortion of a buildin within 10 feet, but shall not be less installation procedures. y m Y 9 Y P 9 STRUCTURAL CALL. REFERENCE 13. The architect has not been retained to erform framin Ins ections and or field ins ection. The architect is therefore not res onsible for an and all conflicts 44) than 3 feet above the highest point where the chimney passes through the roof. ® P 9 P / P P Y (� Section G2439 (614) Clothes Dryer Exhaust XX H sL DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. Q * C7 1 : ' �i m -t Section R1004 Factory-Built Fireplaces G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all XX C-, PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REIGULATIONS'), 8 NYCRR 69.5, ENTITLED � Z 1004.1 Facto built fire laces shall be listed and labeled and shall be installed in accordance with the conditions of the listin . Facto other systems and shall convey the moisture and any products of combustion to the outside of the building. ,� FLOOR FINISH CHANGE W ' '� R ry P 9 ry G2439.4 614.5 Der exhaust duct ower ventilators. Domestic d er exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in d er exhaust "SEALS", AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SFALELA DOCUMENT INDICATING THAT: IT IS A built fireplaces shall be tested in accordance with UL 127. ( ) ry P ry P ry VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 2 ``�`N '. - ? R 10004.5 Gasketed fire lace doors. A asketed fire lace door shall not be installed on a facto built fire lace exce t where the fire lace duct s stem. The d er exhaust duct ower ventilator shall be installed in accordance with the manufacturer's instructions. �� U 2 `F- p g p ry P P P y ry P ( # j DOOR / HARDWARE TYPE � 3810 �Q. system has been specifically tested, listed and labeled for such use in accordance with UL 127. � -� 1( R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings XX _ _ _ XX BUILDING SECTION - is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required XX �= PARTITION TYPE . I' . ... . . . .. ...... ..... ..... .. Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. �/ ( B NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cel►ulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in hieight. Each marker` shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed on certification provided by the insulation installer. UNITS 2 5 MODEL B CO SHEET NUMBER 2 o- Z & 26 MODEL B - 1 W 0 COPYRIGHT GRCH ARCHITECTUIRE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, U) CONNECT KING STUDS TO TOP PLATE F- QJ C6--w X 24"MIN Ar� EACH ERs ROOF FRAMING WRAP I-I/4"X22 GA.6ALV.COIL STRAP W ATrAt TO,M PAR OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS o 2x ACO LEDGER W/2-3/8"x5" LA6 DBL TOP PLATECr OFFO" Ib"O.G. _ v RAfT�S RM067 ROOF� BOLTS® Ib"OG INTO STUDS O 5(�PLAN SIMPSON STRONG-TIE 2X BLOCKING V A35® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z n�) �" Y y � GEILIN6 J015T OR S�oN S 0 3 . " " - - TRU55 BOTTOM CHORD 51MP50N H2 GONNEGTOR®EA. F- fn `f IL 51MP50N STRfJN6-TIE H2 8D NAILS 'TE F11.5 TE t16 SIMPSON STRONG-TIE SIM 8d NAILS TTP. RIDES STRAPS SYUIL PE ATTAGtt77 TO EAO PAR OF OPPOSN6 RNgIFS. ALTERNATE TO RIDGE STRAP= H3 0 EVERY RR RAFTER TO 5TUD AND KINGS TYP. ( tEF TION:RW 5TRM5 ARE NOT REQUREP MIEN COLLAR TE-5 OF PROVIDE 2X4 COLLAR TIE AT �--+ r ` NAL 1X4 A N THE THRD OF UPPER THIRD OF THE ATTIC SPADE (WHEN ALIGNED) ? '� U > NOM D16 OR LI.Nn IRP LOG TED IFFIER Tit (U o FOR USE WEN5=5 AND USE IN COMINATION ONLY WEN 5TUD5 AND ATTIC SPADE AN>ATTAM TO EAM PAR OF RAFTERS W 4HOd NAILS W 4-I0d AT EACH RAFTER) 65 22 STRAP AT F- !E N w Z 1RAFTER5 A116H `RAFT DO NOT AL16N / LSU26 FOR 2x6 RR EACH STUD,SEE a>•- L5U28 FOR 2x8,2x10,OR 2x12 DETAIL 4 ER O U X _ M Ll 1� U o M4 FRAMED OP G ❑ U V LO M °�° 1 I R WI OR r, -RIDGE STRAP DETAIL / -RIDGE STRAP DETAIL SIMPSON STRONG-TIE E OR DOOR 2x4 OR 2xb (FOR CATH.OL65 WITHOUT GOLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU2& ® EVERY GJ STUDS® Ib"O.G. ND SPECIAL FT 2 2x AC0 LEDGER W/3/8"x5" LAG GONNEGTOR5 REQ 11 jat,MN LOCATE AT EVERY RAFTER BOLT® I6" OG INTO STUDS IN THI5 AREA5htx.�J STRONG ��STNDHK� STRAPPING TO BE I-I/4 X 22 6A. 6ALV.,5EE DETAIL VIA.ALL STRAPPING p.�L. -TIE LT5 _ TIE / GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. ° TE*� 04R I/2"SFFATFRJS I5 M.tt�D F APIUT / 8D NAILS iYP. // P RAP NC DETAIL DETAIL AT ATTIC FOR USE WEN 511D5 AND USE IN COMBINATION ONLY WEN 5MM AND 5 `RAFTERS ALIGN RAFTERS DO NOT ALIGN I N T5. I I O NTS. STRAPPING TO RUN ONTO RIM J015T,5EE DETAIL cMI(ONE 5TORY)OR ONTO 5TUD U ROOF RAFTER HURR I GANE T I E5 AT WALL BELOW(TWO STORY) I ` F- NLTS. LOCATED AT EVERY ROOF RAFTER \ ° Z AT IG \ • Z O 5TRAPP I NC DETAIL t WSGN PosrA�4, 12 FOR FRAME GONNEGTIONS o • Wq5In - DI KTS. 2ND FLOOR m MSTGt8b3 IN (2)2x " 4-I6d FACE NAILS FROM // 5�RAP OR 4x PROVIDE 3 X34 X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ M5rGAW SECURED BY WOOD SILL PLATES. GOLUMN POST TOP ANGHOR '�-W 51MP50N PAB OR 56 ANCHOR BOLT5 MAY BE USED IN LIEU OF STRAP START NALs THREADED ROD W WASHER PLATE. 113JbT11 N T5. LOCATE AT EVEW COLLJMW 61RDER CONNECTION H/2 1P FR6M PROVIDE 3X6 X036 6ALV.STEEL PLATE IN FL`MN / EW OF 5TU? b-bD NAILS AT CORNERS AND INTER5EGTlWv a)( L PLATE KI LM 1T1N�) / i - NAIS I12-50�SNAIL.S AT AT BUTT JOINTSSIINN 5TRA16HT 51MP50N L5TA12 STRAP W/ F` CLEAR in- t � WALLS WHERE THERE SINGLE PLATE OR HEADER 5-I00 NAILS EACH END AT r 00 2X6 KING STUDS(UDN): EACH JACK STUD F� ONE AT SPANS UP TO b FEET ` GUf L@J61N / BEA13NNS ~ 24'MINIMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET FRONDS MR EM? P�_�2 /6 5/b"P A301 ROD THREADED b"BOTH ENDS. THREE FOR SPANS I2 TO 16 FEET 2X6 JACK 5TUD5(UD.N):P15TANGE OF T/a BOTTOM 3/4"AND I"ROD AT 51MP50N STEEL 5TRON6 WALL,SEE PLANS 12-161)MIN.NAILS ONE AT 5PAN5<b' ^ , END LENGTH FLOOR NAILS AT ALL SPLICES TWO AT 5PAN5 FROM b'TO 12' F- IST ^ w • Il"MN THREE AT SPANS>12' W SIMPSON POSTBASEbb,SEE PLAN N 2"X3/8"X3"WASHER PL W/NTT EACH SIDE UNLESS NOTED OTHERWISE ON PLAN Q (n?NALSrna 05-22 COIL STRAP I UPPER STORY SHEAR m (� I ( 1 _ __ WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL © EXTERIOR WALL ❑ W FLOOR TO FLOOR TIE5 I ( BELOH GONNEGTION Q 4 I FOR SET BAGK WALL5 HDU HOLD-DONN5 AND 5TRON6 HALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.T.S. LOCATED AT EVERY STUD \ I/ (P HOOKED ANCHOR BOLT W/T' - J \ FOUNDATION MINIMUM EMBEDMENT OR EXPAN51ON 13 NOTE: \ BOLT W/5'MINIKH EMBEDMENT N.T.S. J N.T5. N.TS. OOL STRAPS UM 6WAT"%PROVDE bd CAYh1AJ (0.131 x 25'LIRA)NAILS. I V GOL 5TRA%OVH<allTHIWi PROVIDE 10d(.G1vf�10N(0191 x V LONG)NILS \ �GOLUMN POST BOTTOM ANCHOR � ALLOWABLE HOLES - LOCATE AT Evmy COLUMN)6fRDER CONNECTION Irate PAM A 50 NAIL®b"O/C AT ALL PANEL EXE5 IbD NAIL®24"0/G U) U \ roftA "101VAILY J1Q< LVL Headers and Beams Z A5�WFO�Ta:Num HIP RAFTER IbD NAIL®24"0/G Y6°OSB OR PLYWOOD W 5IMP50N HGP HIP SEE PLAN , 5`1EATHIN6 Microllam@ LVL W 4 R"I=mo CORNER TIE INTERIOR LSL hole erStrando and 2 NOTE:WHERE 24"WIDE MINIMUM RILL HEIGHT ()NAILS MIN. N Parallame PSL 2 x diameter of the i /3 depth U WALL RETURN 15 PROVIDED AT ENDS OF IV LENGTH(T1?) hole zo a largest hole(minimum) BRACED WALL LINE THE 8"HOLDOWN MAY BE ELIMINATED. PROVIDE TWO(ONE AT EACH bbbl) a 6' 51M 65-22 STRAPS PER DETAIL 4 IN LIEU OF I 1-3/4'KN IZ"LftTH(MN) J AT NAIL ANE 0/G - _ LSTA36 STRAPS SHOWN IN THE DETAIL. NAIL 5HEATHIN6 TO --51MPWN BP WASHET2 INTERIOR ° o AT ALL PANEL ED6E5 d - � - - - - - � - - 0 rr 0EXTERIOR GYPSUM BOARD ° SILL PLATE 4' /G S SILLPLATE. BASEMENTS ° - NAILS o 4'0/G 5/b DIA 51ffi ANCHOR 50 NAIL a 12'0/G AT ALL Microllame LVL al am®PSL and J T'MINIMUM BOLTS MAX 2'-8'O.G.. - - - - - tx to PLAT VAM EMBEDMENT EXTEND BOLTS MIN.T'INTO 65-22 COIL STRAP ,vac 51W TO RA`TIR MEMBERS NOT AT PANEL EDGES FON.WITH 116HTENED tN)T/ taON allowed hole zone 3'x 3'WASHER To EACH BOLT. middle%3 span PROVIDE TERMITE SHIELD SILL SI 1 x 6 ACR SMPSON LTP4 PIQUE NALL3>TO SfprSN GOL IS/32"05B OR LsrA36 w/to lod tNA115 BAR 5LL�+� INSIDE CORNER OUTSIDE CORNER SEAL AND MAINTAIN 8'MIN. RRR AHD SU..FLATS®Ib"0/G AT FX,tt wiFf6t M�tE PLYWOOD SHEATHING n INTO STUD ABOVE AND LOCATED 2'TO b' VARY^oc ALTS d 1.3E TimberStrand® LSL allowed hole zone d t` r` PLAN VIEW PLAN VIEW I call=2gbo� FROM HD TO FINISHED GRADE NOTA. General Notes Q N N N M ti N o BELOW(2 EACH GORN� D .- N N ri ri od ( FROM TOP OF WALL NAL,��req.e 496 wFCNt W � .r`- � r ri SEE FOUNDATION PLAN COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COILXTRI OR WALL TOP / ] / /1b GCS STRAPS OVER SHEATHING PROVIDE:IOd COMMON(0.131 x 3'LON6)NAILS. EXTERIOR CORNER HEADER MAXIMUM HSIZE ND • Allowed headers hole zone beams suitable for uniformly loaded nd STORY GORNE�R GONNGTORS 9N.T.S. YPICAL ANCHOR BOLT STUD TO RIM J015T TO SILL PLATELAY-N IPIP NG D41LSE �p`LLE=Y PLATS HIP GONN�GTION WALL FRAMING 4%8" 1" • Round holes only qD 5%z" 1%4" • No holes in cantilevers. LOCATE AT EVERY STUD N.TS. NTS IS 7y4"to 20" 2" • No holes in headers or beams in lank oirientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill KT-5. LOCATED AT El/ERY CORNER LOCATION A5 NOTED N.T.S. AI.T.S. N.TS. P holes in headers except as indicated in illustrations and tables. u> z z z O z z z z A MINIhM1M OF TWO BRA"Cd0 WALL LINES 04J AREIMX R IN EACH DIRECTION OF A BULDIN6. OWLS SHALL NOT 13E SPADED WMW STRAP*V WNL 61fATHN6 H APD WALL 61VTHIND 0 0 0 F o O O o MORE THAN 60 FT APART. WALL5 WIT HN A BNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET PROM A BNL. BNL LOCATIONS ARE NOTE. To ror GT PONY WA L f Ili-��I I NOTE: TO TOP Gf PGNY WM1 r 1� I I 55 >55 J5 > w > > > 55> INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE 2 FT MAX PONY WALL MAY BE I w w w _j w w w w - 5M'SGN PTTIZ hIaP"AGS-W5P WAGm A BRACED WALL PANEL(BHP)SHALL OWN WITHIN 10 FEET OF EACH END OF A BNL. THE DISTANCE BETV�I AD.IACENT' PLACED ON TOP OF HEADER I I PLACED ON TOP OF HEADER lY Cr W W lY W X � WALL EW PML35(TYPE A IDU A5 REQURIT EDSES OF BW'"� SHALL NOT BE 6REATIR rM20 FEET. TH®2E SHALL BE A MINIMUM OF TWO BW ON EACH BWL EXCEPT AT AT IyRACW WNL.PETALS 4 MD D. `O ® WALLS<IG,FEET LONG MAY HAVE ONE 413 OR LON6192 BWP. BWPS Af2E TYPICALLY GS WSP SHEATHIED BRACED WALL PANELS 31/2"WIDE LVL HEADIER(SEE PLAN) N m I - S-IDD NALS AT MV (TYPE A)OR GYPSUM BOARD GB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN HHERE BHP TYPES A CONTIN10US TO OUTSIDE OF PANEL ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIRENENT5 OR ADDITIONAL CONTRIBUTIN6 LEN6TH OF BHP 15 REQUIRED. `- BHP TYPES ARE INDICATED ON FLOOR PLANS. / ED ROD • \ \ o ® 3/8'm THREAD \ V N ®I C5+610 CONTINUOUSLY SHEATHED BRACED HALL PANELS(TYPE A)SHALL MEET NOTE.WHERE 24 WIDE MINIMUM FULL HEIGHT TINE MINMUM LEND OF TABLE,%M.105. NAIL X'MINIMUM WAIL CONTINUOUS IIV4"MIN DEEP HEADER TO CONTINJOU5 IN4"MIN DEEP HEADER TO / WALL RETURN 15 PROVIDED AT ENDS OF SHFATNIPIl6 WITH bd NAILS a b"O/G(EDGES)AND 12'OX(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE PLAW < OUTSIDE KING STUD(SEE PLAN < PMO. 05-WR BRACED WALL LINE THE b" BLOCKING AT ALL U&PIF ORTED PANEL ED6E5. PROVIDE 600 POUND HOLD" FASTEN j'SHEATHING TO HEADER W/ � N FASTEN�'SfgA1HING TO HEADER NV N � / Z HOLDOHN MAY BE ELIMINATED. PER DETAIL 14 OR 20 AT EDS OF BRACED WALL LINES THAT DO NOT HAVE bO NAILS o 3'0/G IN EACH DIRECTION O bD NAILS a 3'0/0 IN EACH DIRECTION O / / LLI � r U 6THEIZ A24'MINIMUM RRL HEIGHT WALL RERM OR A 48'MINIKH BNP. 51MP50N L5TA24 STRAP ON 80TH 51M AND � 514P50N L5TA24 STRAP ON UNSHEATHED � TRIM TOP OF PANEL A5 REQTO � r1 c� EACH OF HEADER TO JACK STUD W 1b-IOD NAILS = FACE H/I6-100 NAILS j TABLE Rb02.103 MINIMUM LENGTH REOUIR.EMBT5 OF 65-PEP z z 6-1/4"SDS SCREWS O W CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W 2 1= FASTEN TOP PLATE TO HEADER W/2 H- -L p ROWS OF Ibd NAILS 0 3"0/6 z RfOHSS OF Ibd NAILS 0 310/6 Z PORTAL STRAPS I/2'FROM EDGE ON W � W WALT- AJAGENT CLEAR MINIMUM LENT H OF S O WALL MIN PANEL BOTH 51M(4 STRAPS PER PANB) > Y v HEIGHT(FT) WIDTH"L' W HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL W w PANG.SHALL HAVE A LENGTH'L'OF NOT PANEL SHALL WAVE A LENGTH'L'OF NOT �51MPSEON CNN COIUPLER PUT <b4' 24' LESS THAN 16"FOR 8 FT WALL,IV FOR q LE55 THAN Ib'FOR ONE STORY AND 24'FOR 8 26' U $ 64'TO W' 32' FT WALL,AND 20'FOR A IO FT WALL SEE FIRST FLOOR OF TWO STORY APPLIGATI ON. q 32' 5IMP50N SW5B STRON64•WL 5B Z 80'TO q6" 36'i X PLAN FOR ACTUAL LENGTH X SEE PLAN FOR ACTUAL LENGTH 10 34" // PANEL,VERIFY PANEL ISH PLUMB <( ZT' GYPSUM BOARD "6B"BRACED HALL PANELS(TYPE B)SKALL BE Q Q II 38" / 3/8'd ANCHOR BOLT OR q 64"TO 60' 30' 46'MNIM 14 IN LB46M ON BOTH SIDES OF WALL PER TABLE 12 42' NOTE:DETAIL APPLIE n TO ADHESIVE ANCHOR &0"TO q6" 41' -R602JO5. SE0M V GYPSUM BOARD WITH 6d COOLL'_R NAILS, (2)JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN / BOTH EHU75 OF HPAA[DB2 W " � v <64' 30' Agl5'X 175"6YPS UM BD NAILS,OR.098'x I%'AN ILLAR'RINSM � IO 64'TO&0' 30' NAILS a To/C(EDGES)AND ro/C(IFIELD). BLDC.ICING IS NOT o / 0 80'TO q6" 38" 'Rl3C>DRED AT UN5UPPIORTH2 PANEL EDSE5 KIEN PANELS ARE BLOCKING AT PANEL EDGES BLOCKING,AT PANEL EDGES ty INSTALLED HORILZONTALLY. PROVIDE JOIST OR TRU55 OR FULL "Partial credit for panels 36"to 46"wide per Rb02.1052 HEIGHT Bl OGNUN6 GIRbGTLY ABOVE AND BROW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOCKING AT PANEL EDGES / "L" EGaUAL TO di c) TYPIGAL HOLDONN DETAIL AT CONTINUOUSLY SHEATHED WOOD / or > I2" GYPSUM BOARD "GB" - TYPE B ,� W5 SHEATHING, TO EACH 5� Mp�LN W e CafION��5� TWO KING STUDS FRAMED FLOOR, A STUCTURAL PANEL "CS-WSP" -TYPE A B FASTENT/16"SHEATHING TO STUD z C/') NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL YU 8d NAILS•4•o/C � W g�N.T� PORTAL DETAIL"A'ONLY APPLIES SIMP50N HDIF HOLDOI N W/14-I/4'SD5 SIMP50N HOU2 HOLD"W/6-1/4' Z < V TO 2 FT TO 18 FT HIDE OPENIN65. SCREWS IN DOUBLE END STUD 5D5 SCREWS IF NO FLOOR ABOVE. 0 O D cA TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT TO F FLOOR 1/A� PANE.TO SIT DIRECTLY ON TOP OF CO WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRAGIN6. 2-1/2'm ANCHOR BOLT OR EXPAN51ON / CONCRETE FOUNDATION WALL BOLT WITH 2'X2')(9,{6"PL WASHER W F(� 5 P50N DTTV HaP M AT U W�'ERKFD WALT HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT I/ToP ANCHOR OR EXPANSION BOLT / Q RC WNL.LTD PANELS(TYPE A� [VU A5 REORED BASED ON SUPPORTING FACTOR - -- OVER -- 2-I/2'm ANCHOR OR EXPANSION BOLT (� OgE T 'Sj ®I AT MAaP WALL PETALS G AN)P. CONT K4 BAR CONT IN TOP OF CONCRETE CONCRETE =4 BAR CONT IN TOP OF CONCRETE It3 TIE C �> ®` STORY BWL SPACING SHEATHING METHOD EXPOSURE CA1E60RY ONE STORY G 12 FOUNDATION 1 FOUNDATION FOUNDATION ® 50 NAIS AT Prf1Z : : : EXPOSURE CATEGORY ONE STORY D I5 PARS IS ANCHOR BOLT OR/e THREADED BAR CONT OF IN TOP AND BOTTOM GONGRETE FOUNDATION 5IMP50N 5BT/8X24 OR PABT-18 ANCHOR m i m TOP 10 25 55 s EXPOSURE CATEGORY TWO STORY G 13 C7 : EXPOSURE CATEGORY THD STORY D Ib EXTEND WAIL SHEATHING OVER RIM JOIST / ROD TU WASHER PLATE,5EE DETAIL 15A71 BOLT OR Ye"THREADED DETAIL TROD1 NABS-18 ANCHOR BOLT OR 9/9'THREADED ® TOP 20 5.0 IO.O SEE DETAIL 15/DI C OVER ROD W/WASHER PLATE,SEE DETAIL Erol ® TOP 30' 7.0' 145' ROOF EAVE TO RI06E ROOF ONLY 15 FT 1.3 PANE.EDGE FRAMED `6-" ROOF SAVE TO RID6E ROOF ONLY 20 FT 1.6 HALL PORTAL DETAIL'13'ONLY APPLIES TO b FT TO I&FT WIDE OPENINGS. FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS R602.10.3(U MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS ' TOP 40' q.0' 18.5' ROOF SAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 SIMP50N 5TRON64^IALL REQUIRES EVNIEE ED DE516N TO REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. KALL TO BE CONTRIBUTING LENGTH OF 48'TOWARDS RbO2.10.3(U MINIMUM LENGTH O ROOF EAVE TO R106E ROOF+I FLOOR 20 FT 1.3 U5L99 ON FIRST BOOR APPLICATION ONLY. REWIREMENT5 FOR BRACED WAIL PANEL5 AT BRACED WALL LINES. A(DETERMINE PNHIFL SIZE AID ANCHOR BOLTS FOR TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 AGNAL HORIZONTAL DESIGN WIND LOAD AND GOIDITION EW F 1�1 I ROOF EAVE TO RI06E ROOF+2 FLOOR 20 F T NP SIMPSON STRONG WALL J9616023 BER TOP 60 13.0 215 HALL HEIGHT ANY STORY a FT o.9 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" ADHE ANGHORBOLTOR WALL HEIGHT ANY STORY 11 FT 0.45 DETAIL - TYPE F ,ADHESIVE ANCHOR BOTTOM OF 2 10 5.0 105 WALL HEIGHT ANY STORY II FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFA" DETAIL - TYPED E DETAIL - TYPE E F BOTTOM OF 2 20' q.0' Iq.O' WALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W •O oaga. , NUMBER OF BWL PER PLAN DIREC11ON AT STORY 3 1.3 U) SHEET NUMBER BOTTOM OF 2 30 13.0 715 NUMBER OF BK PER PLAN DIRECTION AT STORY 4 1.45 Q \X BOTTOM OF 2 40' 17.0' 36 0' t OF BYE PER FLAN DIRECTION AT STORY 5 OR MORE 1.6 HOLDOV�IN DETAIL ATSLAB BOTTOM OF 2 50' 21.0' 44.0' �LIIE TO MMETSH QHOD655-H5P ONLYFROM E FADE OF BWP 1.4 (_2 BRACED WALL PANEL DETAILS UNITS 2 5 (MODEL B & 216 (MODEL B - I 2b NUTS. BOTTOM OF 2 bo' 25.0' 525' GYP BD FA5METHO ANY STORY 4"o/c o.i D-1 NOT TO SCALE W APPLIES TO METHOD 6B ONLY t� COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED GC 2 HR 5EPERATION (A 12 WALL PER UL#33b q Z (NO LINE OF ROOF 4'-0" 4'-0" W TRU55 BEYOND YENTIN6) NO VENTING) � RIDGE VENT RIDGE VENT O •� L 3 2x8 P.T. 6IRDER BEYOND - - O N 2 L cu 1.2 d u) Ill Ixb FA5GIA BOARD q - _ = (D `Co L 12 12 12 - }.. `„} 7�- 12 12 -124 1 -�-1— 12 GUTTERS d LEADERS H- N Z - _- _ 1 q ALL GUTTERS LEADERS SHALL BE BAKED E,.� 6 AZEK TRIM BOARD T 1 T WHITE ALUMINUM.032" MIN.6AU6E,6UTfER5 Z i cnca _ _ - b"HIGH BLIND SHALL BE 5"5EAMLE55,0.6.STYLE W/ALL Q w M w HARDIPLANK HORIZONTAL _ - �1�=�-��`- LI 51MP50N LU52b-3 FACE / RELATED Lu - - ' - T �_ F_ -� _ = _'_ FLASHING REQUIRED ACCESSORIES. LEADERS = c� � MOUNT HANGER --t�. I-�S, g, 8„ ❑ U M CLAP SIDING � � � � � - T �' - - -- - PITCH�-,�,-, �, B N 2x3,.021"GAUGE W/CLIPS � 0O ANCHORS CAULK � SEAL ALL JOINTS - (3) 2x12 P.T.GIRDER BEYOND I'x 8'AZEK RAKE BD W/ ' , ��' oH.,� OH. oH. - - - - - - - -r-r . _�T�,^,_ -- �-c GUffERS MIN I/S"/FT PROVIDE P.V.G. RECEPTORS 8"ABOVE GRADE TO RECEIVE C� m lux 3"AZEK TRIM(TYP) 12�,. -, _ - _ q=i -6"OIA6.AZEK _-- � 1_0 Ix AZEK TRIM BOARD OVER ,- T - - - - -�1 -_- � --�� 12 a _ LEADERS(CLOSED GAP DESIGN). ��1— TRIM BOARD 2040 2040 �' m GIRDERS(TYP) 12 I ,°. .-- � DH DH � �;� /, '�-�.-. -:-spa-�.a =rte q _ \ 12 II ut ui t OH. q b HIGH BLIND' -- ,-------,-- - --, \\ /� -� :t u I w �. . . FLASHING , - - _�-` -. -�, - .�:��, - - T�� __ ) _� \ q 51MP5oN BG52-3/6 P05T t-2 - - - - - GAP ANCHOR o _ ,-- - - -_ - Lu � -T - 1x8 FASCIA BD. Lu l0" SQUARE HB4 6 PERMA GAST „T�_- ., _..` _ L J COLUMN#46382 W/SQUARE / IZ FLAT GAP d BA5E (OR EQUAL) - M.BEDROOM _ - - - - - - FA5GIA5`, - / _ _ BREA_KFA5 14 I o CORNER COLUMN TO BE PLATE HT. 1 - .r ” - PROVIDED W/SPLIT KIT // PLATE HT. 12't0" bxb P.T.P05T WITH 51MP50N 2'-0" OH. OH. -- _- tit I - 2 I Z ok ABU6b POST BASE(TYP - ALL �� _ _ t I COLUMNS) ---- / I I I'Xb"AZEK O NOTE W: I I z PVG 5HUTTER5 WITH FIXED _ I I FRIEZE BD. 0 :PORCH DETAIL HINGES. WIDTH of - , - ,_ _� ° TYP. REAR COV. I 4 Ln SHUTTER TO BE HALF _ _ I L , , o - WIDTH OF WINDOW. __ = LINE OF DINING ROOM �' o = o = / LY = I I WALL BEYOND o O 4 I I — Z 3/4 Q�) COLUMN® COVERED—� r- ' 4--COLUMN® GOYERED ❑ PORCH BEYOND - _ _ - _ _ PORCH BEYOND LINE OF ROOF FIN. 15T FLOORgk TRU55 BEYOND FIN. 15T FLOORFLNH;�t�( ELEV. +0'-0" (3) 2x8 P.T. GIRDER / \ BEYOND — — — I I— — — — — — I I I I"xb" AZEK IEXTERIOR \ 12 1x4 AZEK TRIM I BOARD -I PLANK 5HINGLE 51DING I I O \ I I ALL SIDES I I HATCHED AREA 4" TRIM TRIM 9 - Ixb FA5GIA BOARD I I I I I INDICATES LOCATION ALL SIDES I ALL SIDES I -TYVEK OR EQUAL I OF FIRE RATED ROOF d I I -1/16"05B 5HEATHIN6 I I W \ WALL 5HEATHIN6,4'-0" - 2xb WOOD STUDS® 161 O.G. 4 I I I I FROM CENTER OF I ( -b"R-Iq BATTS ( I o \ � I I I I FIREWALL-EACH 51DE I I I I m El 51MP50N LU525-3 FACE \ MOUNT HANGER 8A5EMENT I I I I I I I I I BASEMENT _ - \ (3) 2x12 P.T. C71RDER BEYOND _ _ _ — - - - - - - - - - - tl� I L J- - - - - - - - - - - - - - - - - - -L - - - J- - - - - - - - - - - - - - - -- - - - - - - - - IxAZEK TRIM BOARDOVER `� - - n GIRDER5(TYP) Gi 2 HR SEPERATION Q t.ut,t, OH. FRONT ELEVATION WALL PER UL#336 FRONT ELEVATION u w vi 51MP50N 5652-3/6 P05T GAP ANCHOR 1/4" = 1'-0" 1/4" = I'-0" Z U "i SQUARE PERMA GAST ( 15 ' PORCH) W LJ = COLUMN W/SQUARE FLAT GAP d UNIT 26 UNIT 25 I j BA5E(OR EQUAL) - CORNER t „ o COLUMN TO BE PROVIDED W/ U O 4 I p t SPLIT KIT B - l INI�BERRY 2 HR 5EPERATION MODEL B U NIPER I SIMPSON MODEL bxb P.T. POST W TH ABUbb P05T BASE(TYP - ALL TYPICAL ROOFING: WALL PER UL #336 GOLUMN5) ARCHITECTURAL SHINGLES 15# FELT 4'-0" 4'-0" T ' TYP. FRONT ENTRY COV. PORCH DETAIL(--2UNDERLAYMENT ROOF VENTS (NO VENTING) (NO VENTING) RIDGES TO ALIGN 5/b" PLYWOOD RIDGE VENT RIDGE VENT 5HEATHING I x 8 AZEK RAKE BD W/ Vx 3"AZEK q I� _ T 1 LO E VINYL �- b"AZEK TRITRIM o IN N M M OND � b"AZEK TRIM HOARD -LOUVERED PENT -� - 12 =T 6 - - - - - 12 GUTTERS 3 LEADERS HARDIPLANK - HORIZONTAL SIDING - �I2 b"HIGH BLIND TYPICAL ROOFING: L � :��'�-��'-�� ARCHITECTURAL ALL 6UTTER5 d LEADERS SHALL BE BAKED ,,�._,J�l�� q 1 FLA5HING WHIITE ALUMINUM .032"MIN.GAUGE,GUTTERS I"x 8°AZEK RAKE BD W/ - / � - SHINGLES I5# FELT SHALL BE 5'SEAMLE55,O.G.STYLE W/ALL I°x 3" AZEK TRIM(TYP) "� - - , / I I I UNDERLAYMENT RELATED 4 REQUIRED ACCESSORIES. LEADERS ^ / „ SHALL BE MIN.2'x3",.021'GAUGE W/CLIPS d - *®�_� r r / 5/5PLYWOOD ANCHORS. CAULK d SEAL ALL JOINTS. 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I _ _ _ FIN. 15T FLR U ui C) I I I I II II II 6AZEK 1RI1 ALL SIDES Z Q � Q 6ITRI A L 51DE5 Ix4 AZEK IM yALL BEYOND b" AZEK TRIM w 0 11 III II II IIII II II0 V N I I ALL SIDES(TYP. ALL SIDES I I I II I bxb P.T.P05T WITH I I I I I I I I II II II i I I I III II ILII I I I I I I I 6x6 P.T.P05T WITH ,;.- 51MP50N BG52-3/6 I I I I I I I I HATCHED AREA I I III I I I �I I I I 0 p� c' ii IE6RE55 ii ON ii Il� yy ii 10" SQUA HBdG PERMA GAST 51MPSON BG52-3/b r� 51MPSO�ABU6 ANCHOR¢ I I I loll X362 W/5�2U�REAST I I I I IL--- WINOOWJ I I I OF INDICATES IRE RATED RIDOF d I I ILL___ INDOW JII I I I COLUMN I#48332 W/SQUARE I I I 51MP50N ABU66 Q U_ �CAP ANCHOR 4 � � �A� cr3POST BASE(TYP- I I I I I c-I---------I J I FLUSH WALLS WALL 5HEATHING,4'-0" u________Ju I I FLAT CAP � BASE (OR EQUAL) I I i POST BASE(TYP- � F- � _� m FLAT GAP 4 BA5E (OR LUAU Z ALL GOLUMN5) I I I -CORNER COLUMN TCS BL I I ( I FROM CENTER OF I q I - GORN�R COLUMN TO BE I I I ALL COLUMNS) 9 I FIREWALL-EACH 51DE I PROVID D I I PROVIDED W/5PLIT{SIT I I I J FDI I — I FDI I I W/SPLIT KIT I I I = N� I I I I I I I I I I I I I I C) I I I I I I I I I I I I I I I cf) F �� BASEMENTBASEMENT - - - - - - - � - - r,- - - - - - - - - - - - - - - - - - �- - - - - - - - - - � - - - - - - - - - - - - - -__ - - - - _ - - _ - - _ --�_ �- - - -� - - �-_ - ,_� - ; L - - -J- - - J -I L - - -I- - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - J LJ L - - -I- - -� -REAR ELEVATION -REAR ELEVATION BNUMBER I/4° = I'-0° 1 2 HR 5EPERATION I/4° = I1-01, ' 2016023 NALLPERUL#336 UNITS 2 5 (MODEL B DUET CLUSTER U) SHEET NUMBER IT 25 15 PORCH UNIT 2 6UN = . _ 2 (MODEL B - 1 ELEVATIONS CL z _� 6MODEL B UNIPER MODEL B l INKBERRYF W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL Cn 5ELF FLA5HINC7 �- -� z STANDING SEAM METAL / \ W ROOF VENTS GHASE GAP \ E \ �JI LIIL IL_I p _ _ a� b" TRIM GAP - - - O •}•� U - - 0 V a. 12 - - 12 z L v I I OPTIONAL WOOD O I o m L GHASE WITH METAL C) 4.j U) L U GAP AND CULTURED o 0 INSTALL IGE 3 WATER SHIELD � � N N� STONE VENEER PER MANUFACTURER'S � ( I SPECIFICATIONS TO MAINTAIN CID -E - L - PRODUCT WARRANTY Z V f° `n y - I NOTE: U = o y APPLY ICE $ WATER SHIELD INli OH. "' co FAIR WEATHER WHEN THE AIR, El U r' °^° - _ - ROOF DECK AND MEMBRANE — �— L' _�� -- I'-0, ARE AT TEMPERATURES OF 0 2 `I 6ABLE `}O"F(5"G)OR HIGHER. a FLUSH ROOFS ;� --T- +- � T �- -� L--r- OR 12 12 9 Q ALIGN - -T� �- .T = = - � 13-1 _ -'- - _ - v FASGIAST i - _GREAT RO_0 Z PLATE HT O BREAKFAST_ m PLA - - - 11 L—Lt II J OR i i I I CU NOTE W: O PVG SHUTTERS WITH FIXED ° 11. Ln FE _ I = Q I HIN6E5. WIDTH OF H _ i i i Q o - I SHUTTER TO BE HALF - O ` ' J I I - 11 _ I I WIDTH OF WINDOW. Z Qji C)Ix4 AZEK TRIM FIN. IST FLOOR _ r I_ _ _ _ _ _ _ _ FIN. 1ST FLO - ELEV.+0'- ' I LINE OF LINE OF EXT. bxb P.T.P05T WITH I AZEK TRIM WALL® DEN WALL® 6AR. 51MP50N BG52-3/b ALL SIDES 12" SQUARE HB$G PERMA CAST I I I I O Ixb AZEK TRIM I BEYOND BEYOND P05T GAP ANGHOR $ I I COLUMN W/SQUARE FLAT GAP ^ ' P MP50N AW66 - I WALL I $ BASE (OR EQUAL) -CORNER ( Ix4 AZEK TRIM I I I W W ALL COLUMNS) I BREAK I COLUMN TO BE PROVIDED 1^V I I I I co 0 I ( I SPLIT KIT I I I I _p I I I I I I m I I I I I I Q w O I I I I I I I I I i I I I I I I - - - - - - - - - - - I I I I I 20151RG- 62421.8 (503.8) 1 I — — — — — —I VENTING 5Y5TEM TERMINATION LOCATION: U rl- - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - -- - - - - � - - - - - - - - - - - - - - � - - - - - - - - - - - - - l THE VENT TERMINAL OFADIRECT VENT APPLIANCE WITH AN (n - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - J - - - - - - - - - - - - - -- - - - - L - - - - - - - -I- - - - - - - L - - - - - - - - - - - - - - - - - - - J INPUT OFIOp00BTU PER HOUR(3Kh)ORLE555HALLBE D LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A ��T I ELEVATION \ � T I O�I BUILDING,AND 9.11 AN APPLIANCE WITH AN INPUT OVER 10,000 � I I `l J- Y I I Y BTU PER HOUR B;T NOT OVER 50,000 BTU PER HOUR SHALL BE c r , �� - INSTALLED WITH A9 INCH VENT TERMINATION CLEARANCE,AND Z v I/4 - 1-0 AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR W SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION 2 UNIT 2 5 ( IT - O " PORCH CLEARANCE.THE IOTTOM OF THE VENT TERMINAL AND THE AIR U INTAKE SHALL BE l OGATED AT LEAST 12"ABOVE GRADE. O 5ELF FLASHING T -�\ MODEL B UNIPER 2015 IRC- 8312.2.1 STANDING SEAM METAL ii IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN GHASE GAP - d- II \ OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" l- - -I—I ABOVE THE FINISHED FLOOR AND 6REATER THAN 72"ABOVE i TRIM GAP __ THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE - - - RIDGE VENT -r EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL T COMPLY WITH ONE OF THE FOLLOWING: OPTIONAL WOOD _1T=T . ,�.�� - GHASE WITH METAL f =1 _ - �� '� OPENINGS THAT W,LL NOT ALLOW 14 INCH DIAMETER SPHERE � �,� o r T! t b TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED w C4 6 M GAP AND CULTURED _ g X12 ` POSITION. N N M ri co INSTALL ICE $ WATER SHIELD STONE VENEER -1 ' FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20gO PER MANUFAGTURER'S _ 12 GARAGE DORMER (THE WINDOW OPENIN6 CONTROL DEVICE AFTER OPERATION TO SPECIFIGATIONS TO MAINTAIN LINE OF ROOF - �,._, 12 BEYOND RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO PRODUCT WARRANTY ��-� `_ r FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING RIDGE VENT T--BEYOND NOTE; BEDROOM#2 __ RIDGE VENT A 0 INDO UNIT TO E55 RE ET. ARE F THE W W U I L THAN 5l SQUA FE APPLY ICE b WATER SHIELD IN - - - -T -- _ . ------ -- - FAIR FATHER WHEN THE AIR, ROOF DECK AND MEMBRANE _r- ;- 12 - -WIDTH _ ei co ARE AT TEMPERATURES OF G -- _ -- ��_ �_.- �.� iri z cn cn cn cn —� �__ z zz0zzzz 40*F(5 G)OR HIGHER. --r 1 L 2 o z z �= o 0 0 0 - BI-I I-0 Y) U) cnQ0) wcoU) 12 - 12 GABLE > > > w 5 > > = FLUSH ROOFST�AH6N�+ASGI - G clOH. IX w W w m Ix w w LU - Ixb FASCIA BD. ; _PORCH _ -- - - - N —n❑ nn nn AZEK _r �1 PLATE HT - FRIEZE M.BEDROOM - PLATE HT. 1'-4" J - - - - --- - - - NOTE w: w PVC SHUTTERS WITH FIXED HINGES. WIDTH OF O 1 i ii SHUTTER TO BE HALF _ ° i t WIDTH OF WINDOW. J W O w w w -1 w ui EXTERIOR WALL z v o o o -HARDIPLANK SHINGLE 51DING Z -TYVEK OR EQUAL Lo) -l/Ib"055 SHEATHING � _ _ -2xb WOOD 5TUD5® Ib"O.G. - - - - -- - --- _ -b"R-21 BATTS p I FIN. 15T FLOOR _ I ❑ W t __ - -.� _ FIN. 15T FLOG U AZEK TRIMJ I I - - - - �- } WALT-® BEDROOM ALL SIDES 12 SQUARE HB$G PERMA CAST WALL® GARAGE z m #2 BEYOND I I I ( I COLUMN W/SQUARE FLAT GAP BEYOND z I I I Ix4 AZEK TRIM bxb P.T.POST WITH I WALL I $ BASE (OR EQUAL) -CORNER z 51MPSON BC52-3/6 1 ( I I P05T GAP ANCHOR $ I I COLUMN TO BE PROVIDED W/ I _ Cn /a I I I ( 51MP50N ABUbb I BRE I SPLIT KIT I o W Rc I FD1 I I I P05T BASE(TYP I I I ALL GOLUMNS) I I I I I I < �� cl I I I I I I ,~ m -� N Y ''A I I I I I BASEMENT A - - - - - - - - - -- -TI- - - - - -IL - - - - - - - ,- - - - - - -- - - - - - - - - - - Fi - - - - - - - - -- - 4 - - - - - - - - - - - - - - - - - - - - - - -- - -- - -- - -=-t,- - - L - - - - - - - - - - - -a - - - - - -I- - - - - - - - L - - - - - -- - - - - - - - - - - L - - - - - - - - -- - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I �FEW `l LEFT END ELEVATION B NUMBER r . . 2016023 UNIT 2 6 UNITS 2 (MODEL BDUETW5 QSHEET NUMBER Li MODEL B - l INKBERRY & 2 6 MODEL B - l 0 - ELEVATI O N SI m I W p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 2 HR EEPERATION 3a'-8" 2'-0" r1 1 ~ VJ WALL PER UL #336 W 21_011 3b'-8" b'-4" 14'-4" I b'-0" E I I_ 11 I_II I_ I U M Ib' 0 M -0' 22'-a" A 4'-4"M.O. 4 5 2 1 5 ?' 811 5'-l" 2'-I" ts FD1 B-5 Z L L 5 7 2'-I" 2 6 4'-4 M.O. 1. Y ., N CID - 24'-2" 5-4 ,,� � i rn Lo U EXGAV. F UNEXGAV. ' O U �05 5 °' 4"P.G.5LAB WITH 6 6, I .' i 11 i U Q W `' 4 P.G. LAB WITH 6xb, I x � y 4 10/10 W.M.OR FIB RMESH. I 10/10 W. .M.OR FI ERME5H! U M MIN.55)0 P51 GON . I I q q I MIN.35 0 P51 GO G. N o � FDI � FDI n, I I Ur - 8„ _011 Qn I -----, — — V h I I k I i r �. nr______ 2"x10 Q 5LAB SEAT p o ;ty I FD1 I FD1 �4 ' T I I `4;,ti. HID • _ _ _ � _ _ - - - 1 >; I ;.. a" I 7'-0° all r' o" WINDOW O o 0 HIP 1- 1 d1� ✓yV'd !, O 1 fV hr:" Q I cV =_ =_ —_ -- - ____ _ HD n « 12"PC, FOUNDATION I ? o HD Hp 4 i --_--- i I 2 x 10 F- 21-0" WITH DAMPROOFIN6 N N = - _ - - _ _ _ _ _ __ -_ _- __ ___ _____= I (2) 2X10 P.T. I I SLAB SEAT o o rr 24"x 12"P.G.FOOTIN - - L I i ' ' _ ( ,J Q I I I W N __- (2)2X10 P.T. _ - -__=====5- =_---- • m I - - ---- I n I O I ° ----- I I O . 10" 14-4 23'-0° - � i - ---_ I i I EGREsSWINDOW I i O HD I i I i �'o i i 5 50. 5 MAX 1 1 1 i i c) F- L " I I I i 1 4N 11j 1 1 OPENING 121 P.G.F�,�UNDATION MALL I i II = p DIREGT VENT HEATING EQUIP. 4 WIDE I __ I I W TH DA OFIN ON I u a� LL Ln 14 APPLIANCE GLEARANGE APPLIANCES JOIST SEAT. 1 i === J ` T. i 24"x 12" GOFOOTIN i Iii "' I-- 4" WIDE I I SHALL BE IN5TALLED WITH THE �" I TOW.ELEV= (-)I'�I " I 1 I 1 2'-0" O m ( � 4, v TOW.ELEV= (-)I-I I JOIST SEAT. I I 114 I CLEARANCES FROM UNPROTECTED o I I i i �- I i i DIRECT VENT HEATING EQUIP. 1 I Z I COMBUSTIBLE MATERIAL5 AS Q S u~, I q I�_ ) I I I I APPLIANCE CLEARANCE APPLIANC�5 1 Qji c) iM I INDICATED ON THE APPLIANCE LABEL o 1 I SHALL BE INSTALLED WITH THE I F HD TOW.ELEV= (-)I'-I " � - 1 1 � I I �2 I to lL ® 1 � l� I I 1 1 O � 11 I Ul r- -� I __ 1 CLEARANCES FROM UNPROTECTED - 1 I AND IN THE MANUFACTURERS - N - cx o 111 I I = I 1 0 INSTALLATION IN5TRUGTION5. cv I 1 I I i 1 1 COMBUSTIBLE MATERIALS A5 I -' `� I i L _ (V g fl t 1 1 f� 1 1 1 ® I 11 O 1 I 1 • « u- ® INDICATED ON THE APPLIANCE LABEL I HD I 3 DIA 5TE=L COLUMN I FW 2 I I y d I 1 1 1 I I AND IN THE MANUFACTURERS PROVIDE FRE5H AIR INTAKE ON 30"x 30"x 12"DP PG I L-1! 1 I I 1 I I I ,� ® - I TO MEGH EQUIP PER GORE FT6(UD.N.) I N I i I i i 3 DIA STEEL G�LUMN I INSTALLATION INSTRUCTIONS. I N 1 0 i 4"WIDE o (- T I I I >-" B I I I ON 30 x 30 x 12 I DP PG i i i N I I J015T SEAT. 'z B II I I I II i / e B_5 I i i FTG N•O.N) I , PROVIDE FRE5H AIR INTAKE i ii ® ! 1 TOW. ELEV= (-)I'-I�" _ B-5 « - 1l Dli i I i i I TO MEGH EQUIP PER CODE i i I I J i O ., 2'_QII 1Q' a-5 8-5 I I I 8-5 � 6-2 b-0 r I _P.O. 5 1/4"x q 1/2" LOW II D.O. " II �'t II D.O. r- - D.O. 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L I 1 -1 I I 1 FIRST FLOOR WALL5 , I 4"WIDE 2'-6" 2'-0" : -- - - (R-13)CLOSED CELL SPRAY u ® I J015TSEAT. r- N I I II ) I ®_� - ---- 1 - �I�_� ��.I_� i L Q � � - L_ • � 1 o I � I ABOVE 9 � �_I � ' u UNFINISHED BASEMENT 1 10" FOAM INSUL ALONG INSIDE � — -- - -- TOW.ELEV= (-)I'-Iil 9i v '= r y' I �— — __ I - - -----� �- �- -- I—� FACE OF RrD.WALL5-FULL HT = — _ �_ .I I— _1 S I I -i r ,, r--r - 1 ,, T I I *8'0"CEILING HT. I N I 2 ) a' I ° ° o - _ - - - ' % I I % S I - % 115` II * I o 111 FD1 U) 1�. OR DRAPED BLANKET O _ — u ®— I \ �i \ ii —I i, (R-13)CLOSED CELL SPRAY INSULATION `f' O N x N , I 1 �'' i i �� ' i iv �\ �i' FOAM INSUL ALONG INSIDE ALL EXPOSED HOT WATER -1 I c i I ( I `f I I 1 X I I �T T:J I I FACE OF FND.WALL5-FULL HT o III Z HD PIPING AND/OR HEATING DUGT5 ® m I m I 1 1 I 3 "DIA STEEL N 1 1 m IL nnl,- I OR DRAPED BLANKET = 111 W CV m I -6° I 1 1 ( 1 I 1 � � TO BE IPL9ILATED A5 PER N.YS. x 4" WIDE JOIST I I GOL"ON 30"X I I 1 1 n I INSULATION I ® 2 g UNEXGAV. 1'-10" CODE, N _ _ — �I I 30"x 12 DP PG I I I I *ALL EXPOSED HOT WATER i u FD1 2 x ID - C= SEAT.T.O.S T 111 3'-b° I I I III I I TO PIPIBE ILATED A5IPERNY.S. I I° O 4 P.G.SLAG WITH 6x6, " G - -1 2Xf2 FLUSH-I i - I ELEV= (-)I'-I " I I I I FT6 N.o.N.) I I I I L---------- CODE. I I t' 10/10 W.W.M.OR 5LAB SEAT ,- I I I I I I I 1 - = 1 - I I II 1 1 I I 1 II 11'j 4"WIDE CC3a FIBERMESH. I I _ bxb P.T.P05T WITH SIMP50N 2-0" 38'-6" 38'-b" 2'-0" F_ ^^ ,, 4" �/ 8652-3/6 P05T GAP ANCHOR d B-5 _ _ _ Z 51MP5ON ABJbb P05T BASE 10" 5QUARE HB$6 PERMA GA5T - - - _aO•- - - ( 2X8-�T_6ILZ9E� 2 0 FW I bxb P.T.P05T WITH 51MP50N W o (TYP-ALL COLUMNS) BG52-3/6 P05T GAP ANCHOR $ 10" SQUARE HB$6 PERMA COLUMN #46382 W/SQUARE 2 HR SEPERATION I 2 FLAT GAP $ BASE (OR EQUAL) WALL PER UL#336 SIMPSON ABU66 P05T BASE I 1 UO � _ !?,Qr _-�- { 2�C8 Pp T,019ER - CORNER COLUMN TO BE (TYP-ALL COLUMNS) I I CAST COLUMN #46382 W/ �� SQUARE FLAT GAP $ 0 4 I I �� PROVIDED W/SPLIT KIT 22'-b" FW e'-2" I5'-o" 15'-4" I BASE (OR EQUAL) - Z Ib-0 I I CORNER COLUMN TO BE O (D a, I I I PROVIDED W/5PLIT KIT U I GOVERED I AL16N TOP OF = ( I COVERED PORCH 1�' ' ' C N TRANSOMS 0 4" 1 I I p N} 8'-0" PORCH 8. 0.. r{ 4'-II" I I'-3" n-4" FW o - 4'-5" 3'-q" l'-b" l-b I - l-4" 8-O' 1 (n � 2 Z - o I o I (3)2816 TR (2)3010 TR EGRE;yS (3)301 TR 1 w z U �'� 0 9016 TR (3) 285 DH ® 8' WINDOW I 1 IN o p L x a r, E6RE55 (3)30 0 DH IryI U Q c, 2 v 6080 51- 6L. DR Wl I q DHT WINDOW (2)305 DH 12 ® 8' HD HT I I m �' _ � to Ig P (2) IS" DELI6HT5 1 DI ❑ M °° DI 1 r - - - - - - - - - � I I 12 Iq ( (2)301 TR DI DI I 9016 TR I I � -�� DI DI (�� O� _ _ _ _ _ _ _ I I Iq 6080 5 . 6L. DR W/ I a HD f L - - - - - - - - - - J HD (TE RED 6U a = H ..L. - - 1 DI (2) IS" DELI6HT5 F_ - -Ir- - r- - - -I - - - - - - - 4 2016 TR o _ 525 x II 1/8 LVL HDR HD L _ _ _ J L _ _ _ J L __ = J I 1 Ig N N 2052 DH x Q I.- -I I- __II - N HD 1 HD © O HD 1 DI " - ". . I- - -- -IL - - L- --- - J L - - - JL - - L _ _ -J - - - - - ir ® 8-0HD HT � � 21 G e 0 = - - - - - - - - _ 5.25"xll�_LVL HDR I o `r v CONTINUOUS (2)2X10 HDR :0 3)2X8 HDR I ` 18" 5L DN b" - - - - 18" HD L_ J / \ .5.25"x ll ?/8"LVL HDR - - - - - - - - - - a O b 15-0" - 12'-0" 4.. I- - - 525"x I1 1/8" LVL HDR o .J PT. REE I 1 2416 TR j -FAB I 5 NDI 0 T I l � � ® 8�0"HD HT N FI PLAGE 1 II'-0"GEILIN6 I I I-0 SOFFIT 1 I D1 I 1 n � Fw-2 I � I I ~ I LIVING AREA I BREAKFAST AREA EF I I I I - L_ _ s z q'-O"GEILIN6 WC I I 1 0 TE 6L DR5 1 o BEDROOM #2/ © 60"VANITY W/ I I 15ED HEARTH 1 OPT. DEN cv ��82 I 12'-0"5TEP GEIL I PREFAB O I �, I MASTER I s, I i FIREPLACE 5010 LA II-0 GEIL 1 LIVING ROOM O m m 2016 D 2'-0" 1 FWH OPT. MASTER i BEDROOM 1 1 I o z Qj� .. „ TEMP 6L DR5 20 -i IEl B � ® 8'-0"HD HT I � 1 � I ; � I b. BATH I ° I B-5 J 2'-0" T'-ID" 4' 14'- 4", 1510 b" T 1 12'-0"5TEP GEILIN6 � I I I 1 I GREAT ROOM i z I I I RA15ED HEARTH 11 DW I II'-0"G ILIN6 ® � v N 2X4 KNEE®" _ q" 4'_0" q' 3" 4" 1 I 1 I KITG EN 4844' b" HIGH W/GAP - J 1 2416 TR A ~� IL_-J i 4 I o 1 ® � GL. o A L - - - - - - - - - - r m I I 3.'0.. 4'-0., oo loo 4' 3. 8.. 4. 8._0.. �, B-5 4" 5Hf �- b" I 16'-4' GATHEDRAL GEIL o s 2452�DH z 2' 0,, 6 �66� - GREATI ROOM N ENERGY (2)2816 TR I I I o I ®5D - r - - - - I I- w 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS (2)2852 DH I I I 1 I -_' in q'-O"GEILIN6 v - - _ I � � W THEY APPLY TO ENERGY CODE ARE BEING FO OWED ® V-O"HD HT -J p i I I I b� �'�8 ATHROOMo { I 2. ALL CONS RUC N ALL OMPL WITH THE 2015 INTERNATIONAL ENERGY 12" SQUARE HB46 N DINING AREA I I �b © � LN �°�° � ® 66 CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE I 5D PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY PERMA GA5T COLUMN I I 1 EF m 22"X 30"ATTIC SD I m v J I I � (4)2x4 WC ACCESS HATCH obgl I I m 1 � ❑ w EFFICIENCY REQUIRED BY THIS CODE. W/SQUARE FLAT GAP I I I 21 "G' REF P05T ry CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A 'z 4 BASE(OR EQUAL) - „� „ DI J O 3. A PERMANENT "' CORNER COLUMN TO 2 6 b 2 0 \ / 1 r- WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY - I I I z BE PROVIDED W/ / -� ®5D `° " "2 0" 4' '1ti D 'L�b� I � I I (2)3016 TR � WITH IRC N1101.14. _ - m I , „ „ 4 5PLIT KIT - - - - - - 4" 3-8_ 110 4' b' 0" '- - s (2)3052 DH U 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL e 6" II'-2" 4.. 2'-0" 4° 3'-4" b" 5' 8" -r Q1 q'-0"GEIL = 9'-0"GEIL g'-O"GEIL o I I� J EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. I HD J N ,yq�p NOTE V. D I I Z , DININC6 AREA ® a'-0"HD HT j 1q = > �- -� a, �WILL J � ; WILL `� � 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVE_OPE SHALL BE o 5016 TR D1 2'-0" DN 14R I 4 1 4" 5'-b" 4" 5'-4" 6" b'-b" 4" 4'-2" 4" 14-8" 6" 1 24" INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE w I _ - - - REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL (3) 2x6 HDR I�1 II'-0'GEILIN6 o pb`0 �r " r cn L ° J q'-O" GEIL v v COMPONENTS AND VERIFY COMPLIANCE. 0 3080 EXT INSUL DR GOVERE FOYER o GEILIN6 LAV. WCI q'-0° EILI u W LAUNDRY - z I I I 6x6 P.T.POST WITH ~ `° �V LAU DRY ®5D 34 I Iq �- -� 51MP50N BG52-3/6 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS (2) 12" I PORCH N - W THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL BE CONDUCTED BY AN � = SIDELIGHTS I 4'-6" tt' v GL. © { 5H AN 2'-0 P05T GAP ANCHOR d Iq ® NOTE V APPROVED THIRD PARTY. � DI N L. 3'-4" SD �0 = NOTE "5 EF m DN / " I , DI _ 51MP50N ABJ66 U I� 0 6� (4) 2x6 UP IR :o m N "5 : 148 / 3 I/2 x II /8 LOW I.V,-HDR HD POST BASE (TYP- O 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATfED TO A MINIMUM HD _ lL - ALL COLUMNS) OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3" IN 0 - POST 71 p -=v - - 2. 0.. 2. I Q DIAMETER. �66e 4„ 3.-2. 4" 3'-4" b.. 1. O.. b" 4.-0" 4" 6-2" 4.. � fl uri 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. a = UP IR q'-o" GEIL 12'-0" GEIL s 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY bxb P.T.P05T WITH I " - - 2868 IN5UL DR- 22"X 30"ATTIC q" ADS b"(R-21)BATTS b� COVERE 0 51MP50H BG52-3/6 5 WR PAN �bb� - - - - 45 MIN.FIRE AGGE55 HATCH ©� BATH ti� ® FOYER PORCH W() 2" INSUL DR AN APPROVED THIRD PARTY. P05T GAP ANGHOR 5D m I Q 1 �_ ,n RATED W/SELF 4 4 'z [[4" -2"51DELI6HT5 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. � d 51MP50N ABUbb I O DO " - - _ - CLOSING DEVICE 13'-3" 6 5'- 4' 3'-2' l-8' b' 3'-4" P05T BASE(TYP- L- -I o TEMP GL PRTN ® q'-O"G ILIN6 _ - - Wc 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F D_GREES OR ALL GOLUMN5) I I- -1 o $ DOOR SD WI L - - - - _ . I <55F DEGREES SHALL BE INSULATED I - bb 45 MIN.FIRE R I WITH R-3 MINIMUM. _ _ _ (3) 2810 TR I I q'-0" 4° 4' 0" 4.. = b'-10" 6" RATED W/SELF 3 1/2"x II 1/8" LOW LVL D I M 6 d- `c- CLOSING DEVICE _ e Q N N N M f� (V p 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC ® 8'-0"HD HT I L '� 10'-0" EILIN6 TWO GAR GARAGE �,L tibb� I Ig I 12" SQUARE HB46 p N N M M (3)2850 DH (- 7 _ ©EF *4•P G.SLAB(MIN.3500 P51 CoN6) I PERMA CAST 12EQUIPMENT SIZING - PER ACCO MANUAL. S, BASED ON LOAD CALCLLATED PER ACCA -� MA TER q-0 GEILIN6 DI COLUMN W/SQUARE MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. (TEh1PERED) I I 1 z rI BATH ROOM wIGL 6"(R-21)BATTS REINFORCED 6AARAA16-E b�DO22 N.N.M. Q b"(R-21)BATTS 4" I'-0' 4" I 6'-4° 3-4'� b. 1-2" FLAT GAP $ BASE S, o TWO GAR GARAGE 13.UGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE ( 1 TOWARDS GARAGE DOOR N 1 .-a 4068 BI-PASS _ *4'P.G.SLAB(MIN.3500 P51 GONG) -3 ®5D r I 1 (OR EQUAL) - HIGH-EFFICIENCY LAMPS. L_OJ WC LAV 1 p'V bbd *Y ALLS,t GEILIN6 ON GARAGE �-2 REINFORCED WITH bxb,10/10 W.W.M. I ® i Dw I CORNER COLUMN TO `z 12 o `L SLOPE 6ARAOE 5LAB DOWN 2' L BE PROVIDED W/ 14.ALL HVAC, PLUMBING AND ELECTRICAL `.iYSTEMS SHALL MEET THE IRC CHAPTER 11 p *}'TYPE'X'GYP BD ON INT OF LIVING ( -1 TOWARDS GARAGE DOOR - ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL ENERGY DI = _ _ = SPACE COMMON WALLS TO GARAGE e� N L--J r 5PLIT KIT p N *g"TYPE"X"GYP BD ON GARAGE � - � CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR :o O TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF WALLS d GEILIN6 W � 00 0o zC o 2 0 � 0 0 0 0 2010 TR N * 'TYPE"X"GYP BD ON INT OF LIVING z_ 10'-0" EIL THE MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, EXISTING OR � ® 8'-0"HD HT - _ SPACE COMMON WALL5 TO 6ARAGE U1 3010 TR w a W W W W _ _ _ I KITG EN I ® 8'-0"HD HT > S > w > > > > UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR N 2050 DH - - - - - - - 10'-0"GEIL I L J 3030 GSMT w w w w x w x w BUILDING DEPARTMENT. L b.. 1 16'_0" 1 4" 4' 2.. 6" 18'-0° 4" DEN/ BEDROO #2 1 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 2015. Iq ( 1 UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH I I o N ( 2X6 HDR � DI I 4.. 18'-2" 6.. 8'-10" I'-b" 4" q' 8" 6.. THIS CODE. 1 I I I o 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL.. BE PROVIDED FCR EACH I II'-0'STEP GEILIN6 I Z SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SEDTION N1103 I MASTER I 4 16010 OH OR IREF 1 12 0 CONTROL SYSTEMS. 2'-0" I51! � BEDROOM I N a - - - - - - - La D/2 - -1-- - - � D1 Z 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN p I I HD 5 1/4"x I6"LVL HDR HD DI 6 8'-10" 6 II'-0 " ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP W AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR G"PSUM WALL BOARD. I I b" 160"10 OH DR11 20 0 1 2-0 2- 2-011 I-6' I b-0 R.O. 1 I I 0 - - - - - - - e DI `t O m I 1 - 1830 DH 1. D/2I 20 5 1/4"x I6'LVL HDR HD GATHEPF� GEIL I L J (3)2810 TR J �j o 0 1'-0"HD T DI PI BREAKFA5T AREA ® 8'-o" HD HT > w 2015 IRC- 62421.8 (503,8) 2010 TR D I I - - - - - I o I o I I I (3)2850 DH 0 o _ N (2) 2X10 HDR = O 0 6i VENTING SYSTEM TERMINATION LOCATION: 18?'-0"H HT \ z PH A F/21 �F/2�1HD r r la THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT 2�'O I L _ _ - JL _ _ J - L JL - - - - - OF IOp00 BTU PER HOUR(3KW)OR:LE55 SHALL BE LOCATED AT LEAST - - - - - - - - - B-5 DI 4" I I � � U) � 4 b"FROM ANY AIR OPENING INTO A BUILDIN6,AND SUCH AN APPLIANCE WITH o 1- J o AN INPUT OVER IOp00 BTU PER HOUR BUT NOT OVER 50000 BTU PER FW I'-b" I6'-o" R.O. 4'-II" 4'-5" b. II'�" 6" I 0 HOUR SHALL BE INSTALLED WITH A q INCH VENT TERMINATION GI EARANGE, n' (2)2X6 HDR ' `� (2) 2X6 HDR 1 AND AN APPLIANCE WITH AN INPUT OVER 50000 BTU PER HOUR SHALL HAVE e DI 1'-0" 8 (2) Solo TR 1 I I 8 ❑ _ _ _ _ _ _ 0 ® 8'-0" HD HT AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE HD r HD I B-5 (2)3050 DH -I _ -� - L J B-5 VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12" Iq L - _ J L _ _ J (3) 2XSHDR 19 1 J � ABOVE GRADE. 3010 TR 3010 TR Iq HD - - �� - - - - � HD � ~ DI ® 6-0" HD HT ® 8'-0" HD HT DI Iq l_I-__ -IL _ - JL _ _ -I ti-- Z m 4'-0" 3050 DH q'-0" 3050 DH 4'-0" - LINE OF BRKFST DI (3)2810 TR Iq Q AREA FRONT WALL 2015 IRC- 8312.2.1 ® UNIT 25 Il'-0" 4'-0" 18'-10" FW I 18'-b" q1_411 ® 8-0HD HT 12,_0„ 12 DI � IN DWELLING UNITS,WHERE THE TOT'OF THE SILL OF AN OPERABLE WINDOW 4" w � -RED q OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FIN15HED FLOOR AND 01 3q'-10" FW 3q'-IO" RT �Cti GREATER THAN 12'ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW U !� �� C' , ON THE EXTERIOR OF THE BJILDIN6, ti THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING 1 Ck 2 HR PER UL# 3b �` E OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 FIRST FLOOR PLAN WALL PER UL#336 UNIT FIRST FLOOR PLAN * k �m THROUGH THE OPENING IN 1T5 LAR(3E5T OPENED POSITION. 2 5UNIT 2 6 " ' „ W Z ' FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 1/4"=1'-0" _ a 1/4 -1 -0 LIVING AREA= 1,5gq 50. FT. U �' (THE WINDOW OPENING CONTROL DI_VIGE AFTER OPERATION TO RELEASE THE L I Y 1 NGR��- I,Sgq 5c�• FT• cn p CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT C ARA6E AREA= 31-1 50. FT. I MODEL B (JUNIPER) 5ARACE AREA= 380 50. FT. F Ew�0 REDUCE THE NET CLEAR OPENING AREA of THE WINDOW UNIT TO LE55 THAN MODEL B - 1 (INKBERRY) 5.15MARE FEET' COVERED PORCH AREA= Iq2 50. FT. GOVERED PORCH AREA= 241 50. FT. NUMBER or ONE CARBON MONOXIDE ALARM IN fIEW NOTE "5": EF =EXHAU5T FAOR GENERAL GONTRAGTORS AND SUBGONTRAGTOR5 TO REVIEW w 1`2016023 ONE AND TWO-FAMILY DWELLING5, STAIR MANUFAGTURER TO DE516N HD= HOLD DOWN 50 CFM INTERMITTENT THESE GONSTRUGTION DOCUMENTS UPON RECEIPT FROM DUET CLUSTER 6i TOWNHOU5E5 AND DIELLIN6 UNITS IN MULTIPLE LVL GIRDER GONNEGTIONS_ © 20 GFM CONTINUOUS NOTE 'V : ARGHITEGT AND REPORT ANY AND ALL DISGREPANGIE5 UNITS 2 5 (MODEL B Q SHEET NUMBER GROUP R-2 BUILDIN65(CONDOS d NOTE: STAIRS TO MEET ALL APPLICABLE *ALL DRYERS TO BE VENTED INGLUDIN6 ANY DIMENSIONAL GONFLIGT5, IMMEDIATLEY TO GO-OP5)AND UNITS OFFERED FOR SALE, ALL WINIDOW5 SHALL BE CODES AND TO REPORT ANY FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT TO OUTSIDE AIR PER GODS IN THE IMMEDIATE VIGINITY OF ANDERSEN 200 SERIE5 DISGREPENGIE5 AND GONFLIGT5 TO TOGETHER Wr I/2" BOLTS @ 2'-0" O.G. 2" MIN 602 *ALL WASHER To BE ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO FIRST FLOOR PLAN Z BEDROOMS,ON THE LOWE5T FLOOR THE ARGHITEGT PRIOR TO STAIR © = TEMPERED ® CARBON MONOXIDE PROVIDED WITH DRAIN PANS GON5TRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL 2 6 (MODEL B - 1 ) 1 LEVEL GONTAINING BEDROOMS. FABRICATION. GLAZING FROM TOP BOTTOM, MIN. 4 FROM ENDS DETECTOR BE GALGULATED AND NEVER SGALED UNLE55 OTHERWI5E NOTED. w ®SD SMOKE DETECTOR p COPYRIGHT GRCH ARCHITECTURE RC. 2017: ALL RIGHTS RESERVED 18'-0"6ABLE WIDTH a E YJATER 5HIELD PER MAI`UFAGTURER5 18'-0" HIP WIDTH Oso `•L/ INSTALL LGE Z w SPECIFICATIONS TO MAINTAIN PRODUCT WARRA W E U _(32X� tRDER- _- - - -�r_ APPLY ICE 4 WATER 5HIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK `— O �J C) 6 AND MEN>BRANE ARE AT TEMPERATURE-`i OF 40°F(5°G)OR HIGHER.NOTEI L -{�L- -L- - - - - - - - J- - - - - - - J- J �;I -- I U _ - - _ - -(3I2R If�ER- - - - -r �� g2HRER 336N I , I I I Z u IL 2 PRE-E%IN�zED ROOF - 8 � I I I _o W " TRu55E5 Pt3Z TRrrs MAN1F I L_ � J - -�'- - - � P= J I SEE DETAIL I/FW-2 I I � � v L I I I I 4 -� � N STRONe nE I ' GS N ��\Q I I A 11'-0" PL HT. i '�I I�I I � ■� � 8 N� SIMP50 Mrs 5TRAPPIN6(LQJ6TH5 VARY) 11'-0" PL HT. 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I I N I I oH. w � NOT TO SCALE B -4 B a �/ / / / /// �T // // {� �f r II I I //;;//; I I I I I II J I P-4 rl � . I I I I " , I I I : ,r/: I I s ❑ I ❑ I ❑ I I I L. - J I I NOTE R I- - -i i 1 HALF �_ FA5TENER5 a EACH �=ao II 0 PL HT. I IL - JI r END of STRAP + 12" HEEL HT. I ( Z `� II 1 cv T 12 �- �' r� 1 . iI A w ° U5E IN GOMBINATION ONLY WHEN q r— I III J� I I _ _ _ /�/ �// / I I II � - II I I�-JI �' I I Lr - - - B=5�/ j//�u `: , ..:..{ I I I -222..2 / / / 2222 5TUD5 AND�RAETERS DO NOT ALIGN ii D I / / , LL� } — — - - ALI6NFA5GIA5 ( I I L_ / ° �I � I / I I I HATE REA IN ,ATE-5 /// / // .:...:.:..:.. -� „ / /. / / I I `� I II 0 PL HT. ❑ w O i I I LOGATII NOF DIRE TED ROOF - - % / f/ / a:::'<:::;.`::?:''`.: I + 12" HEEL HT. sTE tv sr>zarG IIII /I //� r i/ // NOTE R' 1 I I-0 o TE n� I I'-0" PL HT. E WALL MEAT IN ' ' FROM / // // L J _ _ I rr / // f/ /r�r///� I OH. 1 °o + 12" HEEL HT. II GEN FIf�EWA - AGH SIDE / j{////jl'I ,fir/ r / , - I I I I I 111111��--- ......... ...... . ° DETAIL � � ► ....... /// � ///� //:: — ........ SNP50N . ►ars STRAPPING L �/ �� 12 NOT TO SCALE - - -is .:. . :::::::: (TOTAL, .:`. .1.:{ :::::::: :.:. I �� -1 ALIGN RIDGES /N ON I Q BV �. { L � `l I AL16N FA5GIA5 TRU55 RIDIGE K_PENT �- / r/ rf //..`.:. :: ROOF VENTS I U OH. ss I G— - - - - - �-T z n // j 1,` '`.'.. /� '1 I .. ::::.:- �, I I II z / { p I I I I-0 PL HT. w I _ _ .J IIII + 12" HEEL HT. ASRW.T PODF SHNE�L1� I j / .�;{. . ,.:�:::: . � 12 I I J / / /. . .. / I:i::. HIP RAFTER, = 11 ° ( ' I I i // // � {/�//f.!/,r/r..:.: o .: - — — - —- PLTYIozDSIEAnuNe 51MP50N HGP HIP 5EE PLAN 'a� 1 �Q m / / // /fI y"I `{ I I' k I.:.:,....;,` I� I \-� I I O I 1 I r - - - � _ - - - / / // CORNER TIE Li o �� ROOF TRU55 GIRDER - - - - - - - - —� jff� - - / t: /�/ '/j// - - 2222 - - - - 6�RzzFlN6F8TPN'� i r /, I I . // / I' / r#':;..I I:.'{ :..I I:,..:I';''..E.:::{ >::.I::::I::.... ..:..I.>:' / I� _ _ _ _ _ v T MSULL ICE!HMTER sNle.D P62 Rzm FPAr+r+e ` _ _ — — — — — — —n'— — I / / - ... .... .. .... / — ��. — __ 711 I - - MNl1FA6TUP02S SPECS.TO OR // / ,�':�� /-��:::.'! :I,': ..1;`:I,� {::,�.�,. :k�.::`1::�'::.I .;,{',_;��' MNNUINPPCMTHA - �' - - - --) I , . . .. .r' CFPRY DOFN FRONT OF PASCM- ° — Q — 1 , s ► - ,Q I I-0 MN 4'TYPICAL ( ° I` / \ / // /'/ .'::: �7`/,' f-,-}.— .— — — — — — S ° I �� I U 1 { — — — I 1 I 1 I //j////c1w ,. : l f�/ ; ,,: -;_ _._. / y/ I { X I - vU I I OR 0.40 NAMNM DRP®BE ... i I _ // / r'' /�' / I c�' 6ALY.C.OWTORS II - I /// // : / j, :....:': I SATER 12 ,z �EAGTF SOFT=rr eEAw 1 / // _n IV-0" PL HT. C4 6 Z= + 12" HEEL HT. I I I I I / ►!� / 1... . —. O I I I J �S I Q N N N M N � I � � N N IL _ _- L ---� fL_ _2222- - II 11 I 1 jj // f/ - -I - - - L ' EXTERIOR MALL TOP I I I I II APPLY ICE!HATBL 541HD Nilid .. ... ... INo 'R" I NO R" MBI TIE NR PDGF DEuc AM rsePANEAr�Ar PLATE HIP GONNEGTION III ' i 016) PRESfiURE 7fE1�TED 5zFF1T � - -� I o a" oH. ,,' � Ham FTtAF1NB III r-\ I I IZ // ///� � f"/. // •� � I � f Ai'I SDFFIT r - - - oHl I i / / ...:;: I FASZIA BOARn I I 8 ( //.. . r, .�/ // l.-.:�':':�` (If- � ( 11'-0" PL HT. � �w7GGNT. I I ° 1 o ) I I I 1�fi .. .' . f/. / f�/ it I N MMYL S OR�"H' ILA I 1 112 12 OH' 1 12 12 j/// 'r/,r//// / I I I L + 12 HEEL HT. z z z o z z z z VINYL soF>=1r -{- -- — —®= — J I 1 I 1 1 L i / /. - - - - - -- - - - t- _— �I I 112 —1121 If��X12 I //////.; �I /� f/f/r, . , ( I-_ J� 0 0 o j o 0 0 0 _ I I r:. y, r- ss -II I i II VIII I I �� III w wwwwwww w wwwwwwx I �� I I I I I I I ,// �j �/f r I I Ili-- I II �� b.. i'I b'-IL. I I I 3'-8" ( 5'-0" 1 3'-8" /// // ///r /// 3 4 / N I ito ]DETAIL DETAIL III NO "R" -� I ;,/////. //////� �� o I / NOT TO SCALE NOT TO SCALE B -4 I I ,I I I ,— —L B -4 1 I z WOOD ROOF TRUSS SPECIFICATIONS: I z I L _ _ — — - _ _ _ _ _ _ - _ _ _ > ` / I W NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. _ L r ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. I I I i L —� ROOF TRJJ55 � / ./ / j/ /j I �0 "R' } 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: IO'-O" PL HT. I I ' I DORMER WALL5 Q / I GIRDERS UNDER / I i%/�i/ IIII 0 p D (EQUATION + 12" HEEL HT. Q I / / / - - - - - - - - - - - - - - 2222 - _ 12 I IIII j ^ - Y - - __ 2222 — _ - - - - - Lii D + L (EQUATION 16-9) I I I 10'-0" PL HT. - a I I12 �-�i D + S (EQUATION 16-10) I I Cn I „ i I a W w D + .6W (EQUATION 16-12) I + 12 HEEL HT. - o / _ _ - - - - - - I - - - - z D + 0.75 .6W + 0.75 S EQUATION 16-13 I I I ALIGN — — — — 10-0 PL HT. � U o ( ) ( ) 12 FASCIAS (- - , IIII + 12" HEEL HT. O O D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 2'-0" a a I I 2'-O" 5.1 2'-0" %, I I 4 OH. 11'-0" PL HT. OH. �; �u w O OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. OH. III i I OH. + 12" HEEL HT o O I I Tf�f 0 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL - 15 PSF, BCLL=IOPSF, AND BCDL 1= 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. + 120" PL HT. 2._0.. I I NOTE "R" IIII 2'-0° 1 L - - - - 1 101 HEEL HT. + 12" HEEL HT, g OH. I 12 I OH. B C) TRUSSES SHALL HAVE A MAXIMUIN TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. — — — — — — — — — — — — — — qLD Lu A I B-5 i t B-5 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT LAND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Q �� B-5 L - _ _ _ _ J FOLLOWING INFORMATION: �' DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 2 HR SEPERATION IO'-O" PL HT. - -� = T- _ _ �- - z ,1 WALL PER UL#336 + 12" HEEL HT. - z 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING OIAD OR SNOW LOAD. Cn L tJ ^ 4.1. TOP CHORD LIVE L O co 4.3. BOTTOM OCHORD RD DLLIVE LOAD. �p8 T O�LOAD. w Cy�� 4.4. BOTTOM CHORD DEAD LOAD, ROOF PLAN ROOF PLAN 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION 4.6. CONTROLLING WIND LOADS. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 1/411=11-011 1/411=11-011 6. EACH REACTION FORCE AND DIRECTION. * J C _ - ,TI -� 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY z LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. UNIT NMER. 2 5 8. LUMBER SIZE, SPECIES AND RADE FOR EACH MEMBER. UNIT 2 6 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS„ TRUSS PLY TO PLY, AND FIELD SPLICES. 23 Q� 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. O REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. F EW ,2 ° MODEL B (JUNIPER) MODEL B 1 (INKBERRY) ` AREA OF ONE ROOF - • TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL BUILT OVER ANOTHER COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. B NUMBER ' ROOF TRUSS DESIGNER TO ACJUST HEEL HEIGHTS, OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. 201 6023 • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. • TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND GUTTERS ff LEADERS INSTALL ICE AND NOTE 0: NOTE 5: NOTE R: METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE 2 5 MODEL B DUET CLUSTER IF LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR ALL 6UTTER5 LEADERS SHALL BE BAKED WHITE ALUMINUM .032 MIN. GAUGE, WATER SHIELD PEP. PRE-ENGINEERED PRE-ENGINEERED PRE-ENGINEERED UNITS Q SHEET NUMBER HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. GUTTER5 SHALL BE 5" 5EAMLE55, 0.6. STYLE W/ ALL RELATED d REQUIRED MANUFAGTURE'5 OVERLAY ROOF 5GI 550R. ROOF TRUSSES � 24 ROOF " * U5 B � 4 a • TRUSS MEMBERS SHALL NOT 13E CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL AGGE550RIE5. LEADERS SHALL BE MIN. 2"x3", .027" GAUGE W/ CLIPS ANCHORS. SPECIFICATIONS TO TRUSSES © 24" O.G. TRUSSES © 24" O.G. O.G. DESIGNED BY z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS CAULK $ SEAL ALL JOINTS. PITCH 6UTTER5 MIN. 1/8" PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF.ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ON TRUSS DRAWINGS. /FT. PROVIDE P.V.G. MAINTAIN PRODUCT DESIGNED BY TRUSS DESIGNED BY TRU55 TRU55 ENGINEER �TROOF PLAN BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. CAULK 2 6 (MODEL B - 1 ) RECEPTORS S" ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DESIGN). WARRANTY ENGINEER ENGINEER w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#i CODE SECTION 106b-EXCEPTION 4: 48" MIN 48" MIN (q DESIGN N®a U336 FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 z SECURE ROOF SHEA INC TO G-RUNNER TRACK 5HEATHING IF FIRE RETARDANT TREATED CODE SECTION 106.6-EXCEPTION 4: 2" C-RUNNER TRAGK2" -CAULK FOR W WA�,L, RATING - 2 �HR. SHEATHING I5 INSTALLED FOR A 015TANGE OF FIREWALL5 MAY TERMINATE AT THE SMOKE TIGHT JOINT OVER OPTION#I o FINISH RATING - 120 MIN. 4'-0"ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED 0 R SHEATHING PROVIDED THE ROOF I5 METAL EDGE FLASHING U �� RATING - �� ) 48" 48�� PROTECTED WITH 5/S" TYPE "X" OPTION#2 Q r i 6 d GYPSUM BOARD DIRECTLY BENEATH SECURE WALL SHEATHING TO �./ 2 THE UNDERSIDE OF ROOF SHEATHING G-RUNNER TRACK TYPICAL ROOFING Z AND 15 SUPPORTED BY 2"LEDGERS ROOF TRUSS L o s ATTACHED To THE 51DE5 OF ROOF (� .� " FRAMING FOR A MINIMUM OF X X P15TANGE OF 4'-0"ON BOTH SIDES RAKE BOARD-TYP — — — _ o N} 2 H STUD TRACK AN OF FIREWALL.ALLOW NO OPENINGS IN - — Cn can) a?z J IU_K FOR OVER SMOKE TI OPTION #2 ROOF EACH SIDE.MN' UM GLA55 B ROOF TYPICAL SIDING I - -----------�x T ---- ------T U 'S in f/' '` `4 1 f`• t ~ , f SHINGLE TO BE INSTALLED HIDDEN METAL FL-A5HIN6: /...... .•..,.._.....--•• �. R00 S® 24 O.G. •E,••,r•,•rs i,,,•..^••••�•••••r•.•rrrr•••••....••..•r•rr.rr ............ :: - ,.•,•.,............_........._.............. 12"VERTICALLY b 12" HORIZONTALLY u�•� "' c`}o •• 2 TUDS GONTIPIUED TO U E IDE F � " _ I .'—_ .. _.1.__.....uuun,....uwr,♦•r,•r,•r,•••-♦•rve,a•r,. 00 - .- --_.-^-.._...-^� ..__....:.._....,... "•v ....... ........ ....__.—........,.._.._ r. . OF 5HEATHING _ .._.� .._...... . .. . , lir �...... ....:• ..... ;..... nt_� .. .......... . .. ._ .r.�.... .... ..... *•�, , OPT (1'YP M 2x4 RS .k\ .i I" AI 5PAGE EA. 51D OPTION I #2 ) `� 2x2 x2 LON6 Z II II yll � .f•.. OPTION#2 ILL ............ WMo .063 U56 ALUMINUM INSTALL "TREATED PLYWOOD 5HTC, s" AKAWA CLIPS � BRE Y ,. ,\ -✓ r FOR MIN 48"OUT, IF LOWER ROOF 15 :....._..•........ { � �,Plrs 4;1 } GYP. BD. OR MINERAL SECURE ROOF WOOL FIRE BLOGKI LE55 THAN 30"BELOW HIGHER ROOF SHEATHING TO TRUS CONFIGURATION n T T Y TYPICAL ROOFING CrON FIS. URA `ION - 3 1/2•'� (R-13) f5ATT ASW CLIPS OR .O(3 USCF --- .063 U56 ALUMINUM Z EXPOS]-1DT(:�FIRE F110?��_a 4k.�'.��'ION WAT.1.SjDE ON1, r ALUM ANGLE CLIPS x�-------- �x x�----------- L BREAKAWAY CLIPS O_ AIR SPACE DOUBLE H-STUD TRAGK I"AIR SPACE I"AIR SPACE ~ _ SCREWED BACK TO BACK _ ; (2)PIECES G.P.TOUGH GK I FIRE61JARD I F p '�. '°r��^ _ TYPE X SHAFTLINER TER PROOF CO � ` " I/2 GYP.BD L I" GNATY AT FLOORS AND INI5H ON BOTH ' 3 »w�wwww- ` __I_wwww_-w.,....,,,,a. BACK TO BACK OR MINERAL ----------- ----------- _ BOARDS AND FORGES Z ..._._.....,.., DO CEILING t^U GYP BOARD L 5 F r ..{... !. .......................... ...........--- -----.... WOOL FIRE BLOCKING 1" AIR SPACE l y �•s.er•< , ...: �:................•...... . ...• -� ^ -f— (2) PIECES G.P. TOU6HROCK I" 2" H-STUD TRAGK W Ln ..t: :,:.q ::.:- - : FIREGUARD TYPE "X" 5HAFTLINER, O ,... .....3 ................_ __... i�..�_............ . .- .. .yf,,..4 i....__......... ,�.w�_._._.,.,.,...,: WATER PROOF BOARDS W/ 2x4 P.T. SILL PLATE Z '' _ r.... 1 FIBERGLASS FINISH ON BOTH SIDES ❑ 1 r:k - - ` '. .. ",':•,✓':'-- .i x........•^.^.^.^I AND EDGES .�... ...�. cf�_........._._._......... FIRST FLOOR w a _�' ;,`-•;/ 3/4 TdG 058 OPTION#i \ - -' `. 5UBFLOOR- GLUED RIM J015T FER FLR J015T MANUF. r 5GREWED - RUN ` CONTINUOUS BETWEEN I CAVITY ��TRLS GODE SECTION 106.6-EXCEPTION 4: J015T5 PER PLAN FILL I G TY AT FLOORS AND GEILIN6 W/ FIREWALL MAY TERMINATE AT .LJ � I L.?RA� JF �. PLATES AT EXTERIOR I, ?,. GYP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF 5HEATHIN6 IF FIRE WALL (2) 2x4 P.T. SILL PLATE BLOGKIN6 063 USG ALUMINUM RETARDANT TREATED SHEATHING 15 POS ED TO �'�itk:� Rf:)?L1 �-iTil�� BREAKAWAY CLIPS OF 4'-0" INSTALLED FOR A DISTANCE .. ,.... ...__. ON BOTH SIDES OF FIREWALL . -••. � ALONG INSIDE FAGS OF FAD.WALLS-FULL HT ° 9" HOOK ^ .. 55 1-- ^{;4,1 �;,��• ��-t (R-13)CLOSED CELL SPRAY FOAM INSUL S � ANCHOR BOLTS (14" LONG + W ' r ...� ;�.,♦ AIR SPA- CE-...............i ;...,� Via..,--.----- A lit $P'.' C >. ,8" MIN EMBEDMENT) OR :: OPTION#2 AIR �i ��( i ; : , I I 1 OR DRAPED BLANKET INSULATION � 0 i <; a ADHE5IVE ANGHOR5 iW/3"X3.-A" - ----...- '-<'' •----.. -• ._ti '- '``, :' s" -r „,^ r WASHER " FIREWALL5TIMAY TERMINATE ATTH-IE UNDER51DE OF ROOF m v J V i� j RPL ® 24 OIG. NON-RATED SHEATHING PROVIDED THE ROOF I5 PROTECTED WITH -N_ _ ?W ' j `!` i (I) #4 HORIZ.REBAR ° ❑ P T _' BASEMENT 2 HR FIREWALL SEPERATIONOF TYPE "X"GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE I ;1, ' :,fir b i ti .t•,`,: ��; j r�`.��l`;:a ' J `, (I)#4 HORIZ.REB ® MID DETAIL �j OF ROOF SHEATHIAG AND 15 SUPPORTED BY 2"LEDGER5 ! HEIGHT OF WALL STORY ° ATTACHED TO THE SIDES OF ROOF FRAMIN6 FOR A MINIMUM OF ';,`•,';''; �', '� `. ;; /� ;' '�' vv`••�'^;' � ' ° N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS 015TANGE OF 4-0ON BOTH SIDES OF FIREWALL.ALLOW NO �?�.{% �`,\ 1°,,`• ' `,;i'' +r ra%�t/! ' II OPENINC75 IN ROOF WITHIN 4'-O"O)F FIREWALL EACH SIDE.MINIMUM 12 FOUNDATION WALL ON 24 xl2 TYPICAL BASEMENT SLAB U P.G. FOOTING = cn ° 4"P.G.SLAB(MIN.2500 P51 STG 1?�iTING GLA55 B ROOF SHINGLE TO BE INiSTALLED. ° GONG) F. D06 MIL POLYETHEL.ENE OPTION I Q 's••—• t?, ♦ 4 1 t ; r 4 :<' VAPOR BARRIER USG BROG 5A100 IRE RESISTANT # - r HURE F d xF CODE 5ECTION 106.6-EXCEPTION 4: (n t f i . ;,/�` -: �, ...-•..........�.. k t �•i•>, ff f;,;. TAMP 4 FILL TO 95�DEN5ITY ASSEMBLIES) �, \ ,r:i{i (�+ ; �•5 �` ```��_ : {1+':\`�.y+� I s�`�f,�' ';� PAGE 22 (AREA SEPARATION WALL FIREWALL MAY TERMINATE AT UNDERSIDE ROOF ( OPTION#2 U I 1 �, • s I c ,, �.•f ° e ° ° SHEATHING IF FIRE RETARDANT TREATED CODE SECTION lOb.b-EXCEPTION 4: Z . -..- r TEST UL)D 1 , •ti �, � . , , , a ° FI W E5 U341 REWALL5 MAY TERMINATE AT THE ';`;\,. �'~ ° # SHEATHIAG 15 INSTALLED FOR A DISTANCE OF 4'-0"ON BOTH 51DE5 OF FIREWALL .....-.,.F•r C,g �. ' r,. ,^► ° a UNDERSIDE OF ROOF NON-RATED 4 ° AGOU5TIGAL PERFORMANCE = 5TG 60 „ 5HEATHIN6 PROVIDED THE ROOF 15 UO �:' - '` '" "� •`' : :�� `'� ° 48 48 PROTECTED WITH 5/8 TYPE X HORIZONTAL #4 ° TEST#RAL-TL-88-350 6YP5UM BOARD DIRECTLY BENEATH 0 ° BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF SHEATHING ° a MINERAL WOOL BATT AT EAGH 51DE AND 15 SUPPORTED BY 2'LEDGERS SECTION 1201.2 OF 2015 IBG- WALLS, EXA XATTACHED TO THE SIDES OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/GEILING FRAMING FOR A MINIIMUM OF A55EMBLIE5 SEPARATING DWELLING 2' H STUD TRAGK AN DISTANCE OF 4'-0"QN BOTH SIDES I. Floor, Intermediate or To Wall -- 2 in. wide channel Shaped with I in. Ion le, 5 formed from No. 25 M56 alv Steel, secured with Suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM G U K FOR SMOKE TI OPTION #2 OF FIREWALL.'-0LOfI-A FI EVIALLOPENINGS IN Top p g g g ROOF WITHIN 4'-0"O1F FIREWALL fa5tener5 Spaced 24 in. 0G. Fy�2 PUBLIC OR SERVICE AREAS SHALL HAVE J I T OVER EACH SIDE.MINIMUM CLASS B RODE p �� - N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. ROOF 55E5® 24" O.G. SHINGLE E. BE INSTALLED 2. Metal 5tud5 -- Steel members formed from No. 25 M56 galy steel having H Shaped flanged Spaced 24 in. OG; overall depth 2 in. and T 2x4 STUDS OF SCONTI NED TO U E IDE w r flange width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 M r g a tV CV [V M h N 5. 6yp5um Board* -- Two layers of I in. thick gypsum board liner panels, Supplied in nom 24 in. widths. Vertical edges of panel5 friction fitted TEST #RAL-TL-88-350; STC = GO I" AI 5PAGE EA. 510 0 N N M M into "H" -shaped 5tud5. ' G 6 ING -- Type 5LX. TYPICAL FRAME WALLS (2) PIE6E5 6.P.TOU6HROGK I" UNITED STATES 6YP5UM C-0 -- Type 5LX UNRATED FIREGUARD TYPE "X" 5HAFTLINER, C�YP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. WINDOW WATERPROOF BOARD5 W/ WOOL FIRE BLOGKI FIBER6LA55 FIN15H ON BOTH SIDES co PROTECTED WALL: (Bearing or Nonbearing Wall) AND ED6E5 ASW CLIPS OR .0�3 U ALUM ANGLE CLIPS 2 2 2 °-° 2 2 0 0 2 HOUR FIRE 5EPERATION AIR SPACE w w w W w w w w 4. Wood 5tud5 -- Nom 2 by 4 in. max Spacing 24 in. OG. 5tud5 cross braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL SHOWN HATCHED DOUBLE H-STUD TRAGK Separation between wood framing and fire Separation wall. SCREWED BAGK TO BACK w 1063 F'ORIZONTAL GONTIMIITY, m 4A. Steel Studs -- (A5 an alternate to Item 4, not Shown) -- For Bearing Wal I Rating - Gorro5ion protected Steel 5tud5, min No. 20 M56 FIRE KALI-5 SHALL BE GONTINX�S FROM DOUBLE H-STUD TRAGK 5CREWED FILL I" GAVIT( AT FLOORS AND N (0.032Q in., min bare metal thickne55) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) galy Steel or No. 20 M56 (0.033 in. thick) LU EXTERIOR WALL TO EXTERIOR WALL BAGK TO BACK GEILIN6 W/GYP. BOARD OR MINERAL primed steel, cold formed, Shall be de5lgned in accordance with the current edition of the Specification for the Pe51gn of Gold-Formed Steel I" AIR 5PAGE WOOL FIRE BLOCKING N Structural Member5 by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall o55embly, including �� " STC, 1?�TINC 2 H-STUD TRAGK WINDOW (2) PIECES, G.P. TOU6HROGK I" the axial design load of the 5tud5, Shall be o5 specified by the Steel Stud designer and/or producer, and Shall meet the requirements of all „ „ USG BROCHURE SAI00 (FIRE RESISTANT CODE 5EGTION 106.5 EXGEPTION #2 FIREGUARD TYPE X SHAFTLINER, 2x4 P.T. SILL PLATE A55EMBLIE5) ~ 1"� applicable local code agencies. The max stud spacing of wall a55emblie5 Shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling UNSPRINKLERED BUILDINGS: WATER PROOF BOARDS W/ Z tracks with I/2 in. long Type 5-12 steel screws on both Sides of 5tud5 or by welded or bolted connection5 de5lgned in accordance with the FIRE RETARDANT TREATED FIBERGLASS FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL CODE 5ECTION 106.5 EXCEPTION #3 AND ED6E5 5Y5TEM5) IL c9 A151 specifications. Top and bottom tracks Shall con5l5t of steel members, min No. 20 M56 (0.032 in., min bare metal thickness) steel or min SHEATHING TO EXTEND 4'-O" ON UNEXCAVATED TYPICAL TEST#UL DE5 U341 O w m No. 20 656 (0.036 in. thick) alv steel or No. 20 M56 (0.033 in. thick) rimed steel, that rovide a sound structural connection between BOTH SIDES OF FIREWALL AND BUILDINGS EQUIPPED 1^V NEPA 13 OR GARAGE SLAB g p p OFFSET WALL NFPA 13R SPRINKLER: '4'P.G.SLAB(MIN.3500 P51 GONG) W C, steel 5tud5, and to adjacent a55emblie5 such o5 a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel FIRE RETARDANT TREATED SHEATHING ° I REINFORGEDWITHbxb,10/10 W.W.M. ACOUSTICAL PERFORMANCE = STG 60 W w fa5tener5 Spaced not greater than 24 in. O.G. 5tud5 cro55-braced with stud framing at midhei ht where nece55ar for clip attachment. Min ,_ " AT FIREWALL END W WIDE x FULL I aI a ;fl •TAMP t FILL TO5LA DENSITY TEST#RAL-TL-88-350 z = Q p g g g y p 4 0 MIN. 4 0 MIN. (I) #4 HORIZ.REBAR ° �SLOPE GARAGE SLAB DOWN 2" BASED ON 2x4 FRAME WIITH MIN. 3" z 3/4 in. separation between steel framing and area Separation wall. Finish rating has not been evaluated for Steel Studs. HEIGHT of FIREWALL TOWARD56ARA6EDOOR MINERAL WOOL BATT AT EACH SIDE 4B Steel 5tud5 -- A5 on alternate to items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel ° ° I SECTION 1201.2 OF 2015 IBC- WALLS, Shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-I/2 in. wide, min I-I/4 in. flanges and I/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL2 a l� �J PARTITIONS AND FLOOR/IGEILIN6 0 in. OG. 5tud5 to be, cut 3/5 to 3/4 in. le55 than a55embl height. To and bottom tracks shall be, channel Shaped, fabricated from min 25 M56 FW2 ° FROM FAGS SEPARATING DWELLING UNITS y g P P N.T.S. OFF-SET EXTERIOR WALLS ° FROM EACH OTHER OR FROM PUBLIC OR ❑ corrosion-protected steel, min width to accommodate Stud size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG - ° SERVICE AREAS SHALL HAVE A 5TG OF 50 w max. 5tud5 cro55-braced With stud framing at midheight where nece55ory for clip attachment. Min 3/4 in. separation between steel framing and OR MORE. w area Separation wall. Finish rating has not been evaluated for Steel Studs. —2 HOUR FIRE 5EPERATION (1)#4 HORIZ.REBAR® MID a PROVIDED S-i G-6O F ~ } TYPICAL FRAME HAL HEIGHT OF WALL STORY ° ° „ — c� m 5. Gypsum Board -- GIa551fied or Uncla55ified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to HALL SHOWN HATCHED ° ANCHOR BOLTS(14 Z LONG + 3" HOOK,8" MIN Z W stud5 with 1-1/4 in. long steel drywall nails Spaced 8 in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and � joint compound. Nail headE� covered with joint compound. ° EMBEDMENT) OR ADHESIVE z M 0 ANCHORS W/3"X3"X�4' NOTE: UL #336 EXGEED5 CURRENT FIRE CODE 6. Attachment GIip5 -- Aluminum angle, 0.063 in. thick, 2 in, wide with 2 in. and 2-1/4 in. Ie95. GIip5 Secured with Type 5 5creW5 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" WASHER PL ® 24" O/G. STANDARDS AND REDUCES SOUND TRANSFER v� "H" 5tud5 and with Type W 5crew5 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS o k L 6A. Clip placement (Item 6) for Separation walls up to 23 ft high. Space GIip5 a max of 10 ft OG vertically between wood framing and "H" AND DOORS o _k-�`4�,� 5tud5. _ ° . o Q ��' �_ 'c'y� 6p. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips o5 described in Item 6A for upper 24 ft. Remaining wall area I * �« below requires GIip5 spaced a max 5 ft OG vertically between wood framing and "H" 5tud5. _ _ _ ° °. U7 r Z 6G. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips o5 described in Item 6A for upper 24 ft. Space clips a5 `` UNIT 2 5 Q� � described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically ° 44 ° ❑ 2 $�o � � 8 UNRATED S I D I NCC (TYP) �' ... NEW between wood framing and "H" studs. F 1i -1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. HORIZONTAL #4 ° ° IOd nails spaced a max. 16 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. Stud with 3 in. long 10d nails spaced a max I6 ° ° (MODEL B B NUMBER CODE SECTION 106.5 EXGEPTION #3 a 201602 in. OG. vertically. Intersection between partition wood studs t0 be flush with the 2 by 4 in. studs. The wall partition Wood studs are to be BUILDINGS EQUIPPED l^U NFPA 13 OR NFPA 13R SPRINKLER: CODE SECTION 106.5 EXCEPTION #2 framed with a second 2 by 4 in. wood Stud fastened with 3 in. long 10d nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED 5HEATHIN6 AT FIREWALL END S" WIDE x UNSPRINKLERED BUILDINGS: FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" W partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. FULL HEIGHT of FIREWALL ON BOTH SIDES OF FIREWALL 2 HR FIREWALL SEPERATION DETAIL @ GARAGE 5 & UNIT 26 Q SHEET NUMBER *Bearing the UL Glas5ification Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS F! Z 2 HR FIREWALL SEPERATION DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U33G; _ — Last Updated on 2010-IC>-27 "I" FW2 _ (MODEL B I W N.T.S. AT FLUSH CONDITION TEST #RAL-TL-aE-350; STC - 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED