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B17-0610 047-770-048 (2)
eaw,e*aanaua,�ea.i •1 , Butte County Department of Development Services t PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 www.buttecounty.net/dds . - PLEASE PRINT CLEARLY PROPERT-Y`OWNER_.INFORMATION CONTRACTOR: Last Name 1 0 First Na e Mailing Address 57 - city G�n ii co ' State c�.. Zips 3 Phone. � � Fax Email) Cell 'ARCHITECT/ENGINEER., ' CONTRACTOR: Name ' I Wr. Mailing Address A Phon 1 ..7 � 1 Fax City, t State Zi lw1, C0 . PhoneFax 0 1 ^ (912- EmaiT Cell '+ - License o. Class Jd 3' 'ARCHITECT/ENGINEER., ' Name Mailing A dres City CAA CQ State Zip ; Phon 1 ..7 � 1 Fax Email Cell CA Slate License No. APPLICANT _ _ .... , Last Na First Iyeme Mailing Address City Stale Zip Phone Fax Email Cell APP ANT SIGNATURE AND DATE- -1 Print Name: ' PERMIT NO: FORM NO t R12-0610 DBP -1 BIN NO: r Mx "PRO�JECT L.00ATIOW, APN oq? `^?o ^ L,2_I / Property Address (I/ r 31�(00 City Lo tion must not be in the city limits of Chico, 4dley, Oro ' or Paradise, G�n�C� CCA ({j 7 http://gismaps.buttecounty.net/flexviewer/bcdatasearch/index.html y." 0. J' , WORKER'S. COMPENSATION , Policy Number Carrier If hiring other than a licensed contractor, a certificate of worker's compensation must be shown at the time of permit issuance Is this a Manufactured/Mobile Home (circle one) Yes / No 'LENDING AGENCY, , Name Mailing Address City State Zip .a' DESCRIPTION. OR SGOPE'OF WORK " iPe D Mobile Home permits (other than installation, foundation, utilities & non-attached structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click below to see Manufactured Home Alterations and Permit Guidelines at: http://www.hcd.ca.gov/codes/mho/HCD Phone: (916) 255-2501 1J Z Is this a Manufactured/Mobile Home (circle one) Yes / No JOB VALUATION (Enterva,lueof:labor including non -contracted, plus materials charge), $ c Q� I G S uare Feet'D&aiil Living Area: Garage: Sq Open Area: Covered Aria: F. --.-Structure Built without permits TOTAL SQ: j I C, Proposed Change of Occupancy/Use -Note previous/current use below: FOR OFFICE ,USE :ONLY ,Zoning:' Flood Zone: WAI .SRA: IYES U I NO NPDES YES NO Code Enf: YES 13 NO ❑ Legal Lot: YES ❑ NO ❑ 'Occupancy Type Construction r it Tech:' Date: *When filed, this application and all supporting material beco subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. cc) +, Revised 7.20.2015 Page I'ol-I NCSP t . Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 Building Permit Checklist Name: LARRY PORTER CONSTRUCTION INC Location: 3860 CURACAO CT, CHICO • Assessor's Parcel Number: 047-770-048 Permit Number: B17-0610 1. 3 copies site plan ,c 2. 3 sets building plans -7-53. 1 set energy calcs (if applicable) -t7�--4. 1 set truss calcs (if applicable) -� 5. 1 set structural calcs (if applicable) �6. Intake Packet a. signed permit application b. owner builder (if applicable) c. notice to builders d. fee summary e. fire handout f. NPDES form g. data sheet h. PW Notification for 26-12 i. Hazardous Material Form (commercial) �j. Accessibility Worksheet (commercial) k. Plan Check Sq Ftg Verification 7. Flood Certificates (if applicable) 8. 9. 10. Completed by: Date: Lb Butte'County Department of Public Works DENNIS SCHMIDT, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Management Program 7. County Center Drive Oroville, CA 95965 (530) 538 7266 Telephone (530) 538 7171 Fax National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE] Reference Number: B17-0610 Date: 4/6/2017 Location: 3860 CURACAO CT By: JMD Parcel Number: 047-770-048 Sub Type: SFD-CUSTOM/MODEL Owner Name: LARRY PORTER CONSTRUCTIONFIfte: 5305216727 Description: SFD (3042) GAR (1159) COV (618) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Board. Signed 1% — Date 4/6/2017 Title t Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 NOTICE TO BUILDERS** Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: - Make sure your application is complete. - Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit (per Butte County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a maximum of two (2) times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY** Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. The current refund processing fee is $127.00. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http:Hmunicipalcodes.lexisnexis.com/codesibutteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Permit Number: B17-0610 Date: 4/6/2017 Parcel Number: 047-770-048 Location: 3860 CURACAO CT, CHICO Phone: 5305216727 Owner Name: LARRY PORTER CONSTRUCTION INC Description: SFD (3042) GAR (1159) COV (618) Signature of Applicant: Date: 4/6/2017 DEVELOPMENT SERVICES Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 PERMIT APPLICATION DATA SHEET Reference Number: B17-0610 Date: 4/6/2017 Location: 3860 CURACAO CT By: JMD Parcel Number: 047-770-048 Sub Type: SFD-CUSTOM/MODEL Owner Name: LARRY PORTER Phone: 5305216727 CONSTRUCTION INC Description: SFD (3042) GAR (1159) COV (618) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. YES SEWER DISTRICTS ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 — 530.533.0740 ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 — 530.533.2000 ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 — 530.879.6700 PARKS & RECREATION DISTRICTS (form will be available after plans have been reviewed by building department) ')@. Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - 530.895.4711 ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 — 530.345.1921 ❑ Feather River Recreaction & Park District, 1875 Feather River Blvd, Oroville CA 95965 — 530.533.2011 ❑ Paradise Parks & Recreation, 6626 Skyway Road, Paradise CA 95969 — 530.872.6393 SCHOOL DISTRICTS (form will be available after plans have been reviewed by building department) ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 — 530.868.1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 — 530.891.3006 ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 — 530.895.4675 ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 — 530.846.4723 ❑ Marysville School District, 1919 B Street, Marysville CA 95901 — 530.741.6000 ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 — 530.532.3000 ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 — 530.538.2300 Ext:105 ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 — 530.872.6400 OTHER ❑ Recorded copy of Agricultural Acknowledgment Statement - See Attached Instructions ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 — 530.868.5447 ❑ FEMA Flood Elevation Certificate (required within 48 hours or permit will be placed on hold until received) ❑ Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Applicant: Date: Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 . LARRY PORTER CONSTRUCTION INC RE: 047-770-048 Permit No: B17-0610 To meet the requirements of Butte County Code Section 26-12 (available on line at http://municipalcodes.lexisnexis.com/codes/butteco ), one or more of the following may be required before a building permit can be issued for the above referenced project. The construction of curbs, gutters, sidewalks or walkways, public roads, proper access from public roads, and drainage facilities; Dedication of any necessary rights of way; and For commercial or industrial uses or for multiple living uses having three (3) or more living units per parcel, the construction of an enclosure for containers used to hold solid waste and/or recyclable materials for collection. Requirements prior to issuance of building permit: Submit sufficient information to the Land Development Division of the Public Works Department, 7 County Center Drive, Oroville, CA 95965, that demonstrates compliance with County Code Section 26 -12. If construction plans and/or engineering analysis are required, submit information in duplicate in accordance with County Improvement Standards (available on line at http://www.buttecounty.net/publicworks/divisions/landdevelopment/impstd.html ) with a minimum plan checking deposit of $690.40. Important Note: If improvements in compliance with County Code Section 26 12 are required, any construction plans and/or engineering analysis must be reviewed and approved by the Land Development Division of the Public Works Department prior to construction of the improvements and the required improvements must be constructed, bonded, or guaranteed with a deposit of an in lieu fee prior to issuance of this building permit. The process can require significant time and must be completed prior to issuance of the building permit. If you have any questions, please'contact the Land Development Division at (530) 538 7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. I have read an understand the above requirements: Signature: Date: 4/6/2017 Butte County Fire Department Fire Prevention Bureau Residential Building Requirements 176 Nelson Ave, Oroville, CA 95965 530.538.7888, 530.538.2105 Fax •530.538.6226 Inspection Line Permit Number: B17-0610 Date: 4/6/2017 Location: 3860 CURACAO CT By: JMD Parcel Number: 047-770-048 Sub Type: SFD-CUSTOM/MODEL Owner Name: LARRY PORTER Phone: CONSTRUCTION INC Description: LOT 48 SIERRA MOON SUB PH 1 To meet the requirements of Government Code section 51182, Butte County Fire department requires a pre -construction inspection to provide the below building and site requirements to the property owner. Your property is located within the Butte County Fire Departments response area and must meet the below requirements: ❑ Public Resources Code 4290 (emergency access, signing/addressing, fuel modification standards) ❑ Public Resources Code 4291 (defensible space) ❑ California Fire Code LPG tank protection ❑ Butte County Improvement Standards Requirements prior to scheduling the pre inspection: Full plan submittal to Butte County Development Services Building Division To request an inspection call 530.538.6226; this is Fire Prevention Bureau's recorded inspection line; you will need the information at the top of this page. Inspection request that come through any other phone numbers will cause a delay in processing your permit. For the pre inspections, the property owner or authorized agent (contractor) is required to meet the inspector at the construction site. I have read and understand the above pre inspection requirements. 1. Signature: Dater 4/6/2017 t z; v 20,16 CALGreen Residential Mandatory Measures ,This checklist applies to newly constructed buildings, additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, orsize. The requirements shall only apply to and or within the. specific area of the addition or alteration. (2016 CGBSC 301.1.1) ***Note 2016 CGBSC 301.1.1: On and after 11112014, residential buildings undergoing permitted alterations,. additions or improvements shall replace noncompliant plumbing fixtures with water - conserving -plumbing fixtures. Plumbing fixture replacement is required prior to issuance of certificate of final completion, certificate of occupancy or final permit approval by the local building -department. - Feature or Measure Required NIMIN, M-11- _ Y� A plan is developed and implemented to manage storm water drainage during construction. CGBSC 4.106.2. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings CGBSC 4.106.3.._ Provide capability for electric vehicle charging in one and two-family dwellings and in townhouses with attached private garages; and 3 percent of total parking spaces, as specified, for multifamily dwellings. Building meets or exceeds the requirements of the California Building Energy Standards. CGBSC 4.201.1. } Water closets. The effective flush volume of all water closets shall not exceed 1.28 gpf. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. ' Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125gpf and floor mounted or other urinals shall not exceed 0.5 gpf. Single showerheads. Showerheads shall -have a max. flow rate of not more than 2.0 gpm at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. ' EPA WaterSense Specification for Showerheads. Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gpm at.80 psi, or the shower shall be designed to allow only one shower outlet to be.in operation at a time. Residential lavatory faucets. The max. flow rate of residential lavatory faucets shall not exceed 1.2 gpm at 60 psi. The min. flow rate of residential lavatory faucets shall not be less than 0.8 gpm at 20 psi. Metering faucets. Metering faucets when installed in residential.buildings shall not deliver more.than 0.25 gallons per cycle. Kitchen faucets. The max. flow_ rate.of kitchen faucets shall not exceed 1.8 gpm at 60 psi. w Checklists%Green Building ' • 4 Page 1 of 3 . • i 02/10/2017 - -- ChecklistslGreen Building . Page 2 of 3 - 02/10/2017 2016 CALGreen Residential Mandatory Measures Checklist (Cont'd) Feature or Measure Required !iF' `� E .0 Qry-'•r. r_ e _ '.,. ! k i�Y. `' C ..:: -• 4 , .. f KIN New residential developments with an aggregate landscape area equal to or greater than 500 sq ft shall comply with one of the following options: I. A local water efficient landscape ordinance or the current California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO), whichever more stringent; or 2. Projects with aggregate landscape areas less than 2,500 sq ft may comply with the MWELO Appendix D Prescriptive Compliance Option. Rodent proofing. Annular spaces around pipes, electric cables, conduits, or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acce to the enforcing agency. ' _table 4 Recycle and/or salvage for reuse a minimum of 65 percent of the nonhazardous construction and demolition waste in accordance with one of the following: -- 1 -Comply -with -a -more -stringent local -construction -and -demolition -waste------ ----------- - --- --- -- — ---- management ordinance; or 2. A construction waste management plan, per Section 4.408.2; or 3. A waste management company, per Section 4.408.3; or 4. The waste stream reduction alternative, per Section 4.408.4. O&M Manual: An operation and maintenance manual shall be available in the building at the time of final inspection. Recycling by Occupants: Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. See exception for rural jurisdictions.-- urisdictions.-Any Anyinstalled gas fireplace shall be direct -vent sealed -combustion type. Any installed y woodstove or pellet stove shall comply with U.S EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits.•Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. ' „_,.. _ � e-' , 1 _ y„ Y .. ::.: :, �7�� _--JI _., • Iu} nt:C. n ro ! N c = !cam <:. 'ui��r_ .. ... �. Q _. .. i.. -.,.:! .._or. ;r.� _< .... • £ '= ,i -?=L' ::....-..� _AYE ic2E .i= :., .•..r-• - .. .. ..-.. .... :t:.. � .f ... .. .U.':>� r'{ �rtn; °•�L ' _{::._. i,�.'di.Tai,. _ i, • ,�. i"Y ^i. `t ...• :d:... . Duct openings and other related air distribution component openings shall be covered during construction. Adhesives, sealants and caulks shall be compliant with VOC and other toxic compound limits Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulking compounds shall comply with statewide VOC standards and other requirements. Paints, stains and other coatings shall be compliant with VOC limits. 4.504.2.2 - -- ChecklistslGreen Building . Page 2 of 3 - 02/10/2017 W ' 2016 CALGreen Residential Mandatory Measures Checklist (Cont'd)'- Feature or Measure Required Aerosol paints and coatings shall be compliant with product weighted MIR limits for ROC and other toxic comr)ounds. Carpet and carpet systems shall be compliant with VOC limits. 4.504.3 At least 80% of floor area receiving resilient flooring shall comply with specific VOC criteria. Hardwood plywood, particleboard and medium density fiberboard (MDF) used on interior or exterior of the building shall comply with formaldehyde emission standards. Documentation shall be provided to the City building inspector verifying that compliant materials have been used. HE Concrete Slab Foundations: Vapor retarder and capillary break is installed at slab- on-grade foundations. Moisture content of building materials used in wall and floor framing shall not exceed 19% before enclosure. Moisture content shall be verified in compliance with CGBSC 4.505.3. Indoor Air Quality and Exhaust (4.506) Bathroom exhaust fans shall be ENERGY STAR rated and ducted to terminate , outside. Unless functioning as a component of a whole house ventilation system, bathroom exhaust fans must be controlled by a humidity control adjustable between a relative humidity range of 50% - 80%. Duct systems are sized, designed, and equipment is selected using thefollowing methods: I. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2011' or equivalent. 2. Size duct systems according to ANSI/ACCA 1 Manual D-2014 or equivalent. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S- 2014 or equivalent. 77 5 i'� �. d � `Si• Y. }". Lti aSt"... � � l' Jt 1 �. f 41 Y Fe tt i•{r -f sr, �"."'r I "&.i1 �e71 1 MiamiF � xr.Fi.�i HVAC system'installers are trained and certified in the proper installation of HVAC systems. Special inspectors employed by the enforcing agency must be qualified and able to demonstrate competence in the discipline they are inspecting. ff.. :.f:�l:' (.:V<. :'::n '.v,.i.T:'• - - is P - , t ;rL 4' J`il --'.-:5 _ �;. S = Er;�:ll . I • F•4' •'Fi • ^-2 - -' � . 'c . ' ..lillir �ra:.r.:;c•_' 'ii-": a03.4 s•: `':,a sz�4.9: 4R i'V :� ••Y_ {- 1.'T'c:,. �• Verification of compliance with this code may include construction documents, plans specifications builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency, which show substantial conformance. ChecklistslGreen Building 02/10/2017 MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN ONE ACRE A THE BMPS (BEST MANAGEMENT PRACTICES) LISTED BELON MUST BE IN PLACE DURING !R01:061 10drel! IE! 1154R THE BMPIs - LISTED ARE MINIMUM REOUIREMENTY• AND ADDITIONAL BMPS COULD BE REQUIRED BASED ON SITE CONDITIONS. I. STABILIZED ENTRY: PROVIDE MINIMUM 5° TO b° FRACTURED ROCK 50' LONG x 15' HIDE BY 6° FABRIC. DEEP OVER CONSTRUCTION GRADE 2. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE GLEANED ON A DAILY BASIS. WHEN STREETS ARE NET OR DURING A RAIN EVENT THERE SHALL BE NO TRACKING OF 501L5.ONTO.THE STREET. 5. RATTLES SHALL BE INSTALLED PROPERLY, BEHIND CURB OR 5IDEWALK5. 4. ROCK BAG5 (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE. 5. INTERNAL FILTERS SHALL BE PLACED INSIDE EACH DRAIN INLET. 6. TRASH BARS SHALL BE PLACED ACROSS THE BACK OF ALL DRAIN INLETS. 7. STABILIZE ALL DISTURBED 5011-5 IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK CURB OR 51DF-TALK: (STRAW OR EROSION BLANKETS MAY BE USED FOR THI5 APPLICATION) 8. STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR AND CAUSE 51LT RUN OFF. (STRAW, VISOUEEN OR EROSION BLANKETS MAY BE USED FOR THI5 APPLICA71OW 9. ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION AWAY FROM 51DEWALKS AND STORM DRAIN INLETS. 10. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE 51TE MUST BE KEPT OFF OF STREETS AND 510BNALK5 AND A LEAST 50' FROM THE NEAREST STORM DRAIN. 11. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEM5 SUCH A5 DRYWALL MUD BOXES, PAINT BUCKETS, GLEANING MATERIAL CONTAINERS, ETC,. COME IN CONTACT HITH ANY RAINFALL OR STORM WATER RUNOFF. 12. PROVIDE A DESIGNATED AREA FOR CONCRETE WA ROUT. MAY BAILS LINED WITH VISQUEEN MAY BE USED FOR THIS APPLICATION. ROLLAWAY BINS MAY ALSO BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREET'S. 15. AFTER INSTALLATION OF THE ABOVE ITEMS ARE COMPLETE, A MAINTENANCE PROGRAM NEEDS TO BE DEVELOPED TO IN5URE THE CONTINUED EFFECTIVENESS OF YOUR BMPS. / ztv- 10 , ' s • PROP05FD N 1500 6AL. SEPTIC TANK EXI5TINO \ FIRE 17-0610 047-770-048 ►.- 006.2017 . I SFD (304) GAR (1 159) COV (61-8) i 51TE PLAN 10.0' MIN. - PERMIT # • O`�'< BUTTE COUNTY DEVELOPMENT SERVICES REVIEW&D FOR CODE IKHINGE DATE 7 NORTH(e ��` r OHNER: RAY t TINA WILSON 51TE INFO: 5860 CURACAO CT. SHEET GREGORY A. P E I T Z ADDRESS: CHI CO CA ARCHITECT .411 ACRES 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719 PHONE: APN: 04 -7 -?70-048 of: ONE ��` r GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (530) 894-5719 PROJECT: W �ioh2- I have reviewed the truss submittal for the above project and all loading design criteria have been met. Architect 1-3.17-06.10, 047 0.04.8 i t APRIT. Ur;. ?O17 Gip ('042) GAR (115gJ ;V (518J BUTTE COUNTY BUILDING DIVISION APPF30VE- r--7 L-eT- ' CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD (I Project Name: Wilson 3042 Calculation Date/Time: 16:09, Fri, Apr 21, 2017 Calculation Description: Compliance Input File Name: Porter 3042.ribd16 1317-0610 ti )?ec he JC CF1 R -PRF -01 Page 1 of 8 GENERAL INFORMATION ENERGY USE SUMMARY 01 Project Name Wilson 3042 04 05 02 Calculation Description Residence 08 Energy Use (kTDV/ft2-yr) 03 Project Location Lot 48 Curacao Compliance Margin Percent Improvement 04 City Chico, CA 05 Standards Version Compliance 2017 06 Zip Code 959 07 Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 08 Climate Zone CZ11 09 Software Version CBECC-Res 2016.2.1 (868) 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 295 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 3042 15 Number of Zones 1, 16 Slab Area (ft2) 3042 17 Number of Stories 1 18 Addition Cond. Floor Area n/a 19 Natural Gas Available No 20 Addition Slab Area (ft2) n/a 21 Glazing Percentage (%) 16.5% COMPLIANCE RESULTS 01 Building Complies with'Computer Performahjte� _ uo !�..�g�.�e4d' a � ., fi f 1 �"�, :� ` 02 This building incorpo6tes-feature tthat require field testing and/or#uerification,by a#certified HERS raterF.under. eVsupervision of a CEC-approved HERS provider. i N, 03 This building incorporates one.or.more Special-Features,shown:below U U a t—_/ U U N REQUIRED SPECIAL FEATURES {q� ..•. a �TT� rR/m A� 1� t�ei w TY -- The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. 0V t I I— nivio,10N Whole house fan bola -0111V *�.A %_� v Ceiling has high level of insulation .A ..non r -n / & (e Registration Number: 217-P010083238C-000-000-0000000-0000 Registration Date/Time: 2017-04-21 16:57:47 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-04-21 16:10:34 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 48.67 40.70 7.97 16.4% Space Cooling 28.68 37.51 -8.83 -30.8% IAQ Ventilation 0.95 0.95 0.00 0.0% Water Heating 11.39 10.15 1.24 10.9% Photovoltaic Offset ---- 0.00 0.00 ---- Compliance Energy Total 89.69 89.31 0.38 0.4% REQUIRED SPECIAL FEATURES {q� ..•. a �TT� rR/m A� 1� t�ei w TY -- The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. 0V t I I— nivio,10N Whole house fan bola -0111V *�.A %_� v Ceiling has high level of insulation .A ..non r -n / & (e Registration Number: 217-P010083238C-000-000-0000000-0000 Registration Date/Time: 2017-04-21 16:57:47 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-04-21 16:10:34 A CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Wilson 3042 Calculation Date/Time: 16:09, Fri, Apr 21, 2017 Calculation Description: Compliance HERS FEATURE SUMMARY Input File Name: Porter 3042.ribd16 CF1 R -PRF -01 Page 2 of 8 The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified SEER • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: • --None -- BUILDING - FEATURES INFORMATION A 010703 2 Niiiiiia %A 03 U4' 04 05 06 07 Project Name Conditioned Floor Area,(ft2)_ Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Wilson 3042 3042 = 1 3 1 1 1 ZONE INFORMATION t f ..ate+. .. .. .._ I ' -Iii I IMMI, 00* 01 2 Niiiiiia %A 03 U4' r5 1 06 07 Zone Name sr Zone Type ZonerFloor"�4r,_ea HVAC System"Name "(ft2) �- Ceiling Height Water Heating System 1 Water Heating System 2 Conditioned Conditioned HVAC System 1 3042._ 9.8 Water Heater Registration Number: 217-P010083238C-000-000-0000000-0000 Registration Date/Time: 2017-04-21 16:57:47 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-04-21 16:10:34 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD fO Project Name: Wilson 3042 Calculation Description: Compliance Calculation Date/Time: 16:09, Fri, Apr 21, 2017 Input File Name: Porter 3042.ribd16 CF1 R -PRF -01 Page 3 of 8 OPAQUE SURFACES :.I kms... If If VV-^ 01 1 r02 03> e- r- 04„. 0 Met R5::,7r,„ 06 07 08 Name Construction , t 4 Type ` '" tkod se . 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Fwall Conditioned R23 R5 Stucco Wall 295, Front 662 140.5 90 Bwall Conditioned R23 R5 Stucco Wall 115 . Back 796 304.293 90 Rwall Conditioned R23 R5 Stucco Wall 205 Right 270 25 90 Lwall Conditioned R23 R5 Stucco Wall 25 Left 607 56.02 90 GarToHouse Conditioned»Garage Gar House R19 1200 17.8 Kwall Conditioned—Attic Kwall R19 237 0 Ceiling (below attic) 1 Conditioned R49 Ceiling below attic 3055 Gwall Front y,Garage Garage Ext Wall 295 Front 270 0 90 Gwall Left f1 Garage Garage Ext Wall 25 Left 189 0 90 Gwall Right f r Garage Garage Ext Wall 205 Right 526 216 90 Gwall Back ----;---7 Garages,,..„,. _. . Garage Ext Wall 115 Back 121 0 90 Gar Ceiling Garage,--,-,---,-'-", .RO CIgBlwAtt Cons 1159 ATTIC E �j :.I kms... If If VV-^ 01 1 r02 03> e- r- 04„. 0 Met R5::,7r,„ 06 07 08 Name Construction , t 4 Type ` '" tkod se . 190of Re'61 ance Roof Emittance Radiant Barrier Cool Roof Gar Attic Asphalt RB Roof Ventilated 6 0.1 0.85 Yes No Attic Asphalt RB Roof Ventilated 6 0.1 0.85 Yes No Registration Number: 217-Po10083238C-000-000-0000000-0000 Registration Date/Time: 2017-04-21 16:57:47 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-04-21 16:10:34 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Wilson 3042 Calculation Date/Time: 16:09, Fri, Apr 21, 2017 Calculation Description: Compliance Input File Name: Porter 3042.ribd16 CF1 R -PRF -01 Page 4 of 8 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (ft2) U -factor SHGC Exterior Shading 3036 SH Window Fwall (Front -295) 3.0 3.5 1 , _ j 10.5 0.31 0.21 Insect Screen (default) 2-3050 SH Window Fwall (Front -295) t -- 3.0 - 5.0� 2 30.0 0.31 0.21 Insect Screen (default) 2-3250 SH Window Fwall (Front -295) '3.2� 5.0 2 32.0 0.31 0.21 Insect Screen (default) 7040 CSMT Window Fwall (Front -295) ' _70 ._ -4.0-7 1 28.0 0.31 0.21 Insect Screen (default) 2-1080 S.L. Window Fwall (Front -295) '1.0-- 8.01 L2- _. 16.0 0.31 0.21 Insect Screen (default) 5-3050 SH Window Bwall (Back -115) Z3.0 5.0 7 '-5- 75.0 0.31 0.21 Insect Screen (default) ,12080 OXXO Window Bwall (Back -115) x12.0 8.0 ] Q 1 96.0 0.32 0.25 Insect Screen (default) 2-4060 SH -2 Window Bwall (Back -115) 4.0 6.0 12 ' 48.0 0.31 0.21 Insect Screen (default) 2-2868 glazed door _ WindowlN Bwall (Back -115) t 2.7 6.7 -- �2 35.6 0.32- 0.25 Insect Screen (default) 5050 FX Window Bwall (Back -115) 5.0-- 5.0 - 1 25.0 0.31 0.21 Insect Screen (default) 2040 SH-3Window -Bwall`(Back-115) 2.0 4.0' 1 8.0 0.31 0.21 Insect Screen (default) 2668 glazed door WindowBwall (Back 115 X6.7 t 16.7 0.32 0.25 Insect Screen (default) 5050 FX -2 Window.,,'� RwaI �R ght 20.5) 5.0 _ 5.0 IR' 25.0 0.31 0.21 Insect Screen (default) 6068 S.G.D. Window _'WLwallu(Left25) ) ( 06.0l f6.�f 0 1111 4 h+.40s0 0.32 0.25 Insect Screen (default) 2040 SH Window - LwaIl Left -2 2.0 4.0 i� 1E 8.0+i. .31 0.21 Insect Screen (default) 2040 SH -2 Window Lwall (Left -25) k2.0 -'4:0-' 1 • 8.031 0.21 Insect Screen (default) OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2) U -factor Front Dr Fwall 24.0 0.50 GarToHouse Dr GarToHouse 17.8 0.50 GDoor Gwall Right 144.0 1.00 GDoor-2 Gwall Right 72.0 1.00 Registration Number: 217-P010083238C-000-000-0000000-0000 Registration Date/Time: 2017-04-21 16:57:47 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-04-21 16:10:34 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD 4a Project Name: Wilson 3042 Calculation Date/Time: 16:09, Fri, Apr 21, 2017 Calculation Description: Compliance Input File Name: Porter 3042.ribdl6 CF1 R -PRF -01 Page 5 of 8 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Zone Area (ft2) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Total Cavity Winter Design Conditioned 3042 Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers None 0 No • Inside Finish: Gypsum Board • Cavity/ Frame: no insul. / 2x4 Garage Ext Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 Exterior Finish: 3 Coat Stucco Ceilings (below 2x4 Bottom Chord of Truss @ 24 Inside Finish: Gypsum Board RO CIgBIwAttic Cons attic) Wood Framed Ceiling in. O.C. none 0.481 Cavity/ Frame: no insul. /2x4 Btm Chrd • Cavity/ Frame: no insul. /2x4 • Roof Deck: Wood Siding/sheathing/decking Asphalt RB Roof Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board Ceilings (below 2x4 Bottom Chord of Truss @ 24 Cavity/ Frame: R-9.1 / 2x4 Btm Chrd R49 Ceiling below attic attic) ! Wood Framed Ceiling in. O.C. R 49 0.020 Over Ceiling Joists: R-39.9 insul. ! f Inside Finish: Gypsum Board Cavity / Frame: R-23 / 2x6 R23 R5 Stucco Wall Exterior Walls Wood Framed Wall -- 2x6 @ 16 in. O.C. R 23 0.047 Sheathing/ Insulation: R5 Sheathing Inside Finish: Gypsum Board Cavit / Frame: R-23 / 2x6 Gar House R19 Interior" Walls' `1N�ood Framed Wall 2x6 1`Ei in R 23 � 0.061 Other Side Finish: Gypsum Board 2@ Inside Finish: Gypsum Board Kwall R19 Interior Walls Wood Fram6d,Wall. f .,a """ 2k6 @ 24'ih. O C: u x.Yc � �" R 19 f 1 :f' 1 � r „• 0:067 ,.r. Cavity/Frame: R -19/2x6 SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Heated Slab On Grade Conditioned 3042 258 None 0.8 No Gslab Garage 1159 123 None 0 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required --- WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) Water Heater DHW Standard Tankless .92 (1) 1 n/a Registration Number: 217-Po10083238C-000-000-0000000-0000 Registration DateTme: 2017-04-21 16:57:47 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-04-21 16:10:34 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Wilson 3042 Calculation Date/Time: 16:09, Fri, Apr 21, 2017 Calculation Description: Compliance Input File Name: Porter 3042.ribd16 CF1 R -PRF -01 Page 6 of 8 WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 t U t 16 SEER - 13 EER -hers -cool Required Name Tank Energy EER SEER Tank Insulation Compressor Type HERS Verification Tank Location or SplitAirCond Heater 13 Number Volume Factor or Input R -value Standby Loss / Ambient Name Element Type Tank Type of Units (gal) Efficiency Rating/Pilot (Int/Ext) Recovery Eff NEEA Heat Pump Type Condition Tankless .92 Gas Small 1 n/a 0.92 EF 195000 Btu/hr n/a n/a n/a n/a Instantaneous 1 1 SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name HVAC System 1 Other Heating and Cooling Furn 97 16 SEER - 13 EER HVAC Fan 1 System Attic Default HVAC - HEATING UNIT TYPES 01 02 03 04 Name -• - y'-'"" .- System Type Number of Units Efficiency Furn 97 �`—��C-ntrlFurnace f 1 96 AFUE HVAC - COOLING UNIT TYPES 01 ' %` 02`+ , 403 ` 104 05'-° 1 fU t406 t 07 08 Verified Airflow Airflow Target Verified EER V EfficienSy V t U t 16 SEER - 13 EER -hers -cool Required Name System Type Number of Units EER SEER Zonally Controlled Compressor Type HERS Verification 16 SEER - 13 EER SplitAirCond 1 13 16 Not Zonal Single Speed 16 SEER - 13 EER -hers -cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge 16 SEER - 13 EER -hers -cool Required 350 Not Required Required Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Attic Default DuctsAttic Sealed and tested 8 Attic None Attic Default -hers -dist Registration Number: 217-P010083238C-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration Date/Time: 2017-04-21 16:57:47 Report Version - CF1 R-03032017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-04-21 16:10:34 .a CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Wilson 3042 Calculation Description: Compliance Calculation Date/Time: 16:09, Fri, Apr 21, 2017 Input File Name: Porter 3042.ribd16 CF1 R -PRF -01 Page 7 of 8 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Attic Default -hers -dist Required 5.0 Not Required Not Required Not Required Not Required --- HVAC-FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan HVAC FAN SYSTEMS - HERS VERIFICATION 01%'t 02 03 Name 1 (� �, Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1 -hers -fan JJ �t Required 0.58 IAQ (Indoor Air Quality) FANS r 01 ff 02 [ f 03 '� k 04 05 06 Dwelling Unit f IAQ,CFM 11 IAQ WattsICFM IAQ-Fan-Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 60'Nt 0.2'5 Lefaul"_ 0 Required - COOLING VENTILATION 01 02 03 04 05 06 Name Airflow Rate (CFM/ft2) Cooling Vent CFM Cooling Vent Watts/CFM Total Watts Number of Fans Whole House Fan 1.5 4563 0.1 456 1 Registration Number: 217-Po10083238C-Doo-000-0000000-0000 Registration DateRme: 2017-04-21 16:57:47 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-04-21 16:10:34 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Wilson 3042 Calculation Date/Time: 16:09, Fri, Apr 21, 2017 Calculation Description: Compliance Input File Name: Porter 3042.ribd16 CF1 R -PRF -01 Page 8 of 8 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Cr�� c -Peitz Greg Peitz Company: Signature Date: Gregory A. Peitz Architecture 2017-04-21 16:57:47 Address: CEA/HERS Certification Identification (If applicable): 383 Rio Lindo Ave City/State/Zip: Phone: Chico, CA 95926 530-894-5719 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business�and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.ar. �� ?. 3. The building design features`or system design features identified-oWthis�Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans ands pecifications�satim ti fed to the enforcemenxt,a�gency four approval,with,,,thii building permit application. Responsible Designer Name: Responsible Designer Signature C" Greg Peitz t Company:NA H E R �' Date Signed: C Gregory A. Peitz Architecture 2017-04-21 16:57:47 Address: License: 383 Rio Lindo Ave C21283 City/State/Zip: Phone: Chico, CA 95926 530-894-5719 Digitally signed by Ca10ERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 217-Po10oB3238C-000-000-0000000-0000 Registration Date/Time: 2017-04-21 16:57:47 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 ■ its Tl ■ rti ti rim] Easy to Verify at CaICERTS.com HERS Provider: CaICERTS inc. Report Generated at: 2017-04-21 16:10:34 GREGORY A: PEITZ AR�CHITECT ° 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719 31 .;2��L; ' y �021,U4RE(11 jai Structural Calculation -s ,for: d3ti 04 zam, PERMYT#t BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE C MPLIANCE DATE 1 BY Seo ARS o s * No. C21 3 N��" REN. 17 �Z - J:\Structural\Design Data - Residential.doc DESIGN DATA Code used: 2016Califomia Building Code Floor loading: Live loads: Uninhabitable attics w/o storage:10psf Uninhabitable attics w/ limited storage: 20psf Habitable attics and sleeping areas: 30psf All others except balconies and decks: 40psf Dead load —101bs/square foot Roof loading: • Live loads: ' 20lbs/SF Dead loads: r Typical roof—14lbs/SF Composition shingles or metal roof Wind loading: Basic 3 -second gust wind speed (mph) '110 . Wind importance factor, l 1.00 Wind exposure category B Internal pressure coefficient, GCpi +/-0.18 Seismic: Seismic importance factor, 1 1.00 Mapped spectral response acceleration; Ss 0.70 S1 ,, 0.25 ' Site class ID Design spectral response coefficients; SDS 0.579 SDI 0.317 Seismic design category D Basic seismic -force -resisting systems) Bearing wall system — plywood shearwalls Seismic response coefficient(s), Cs 0.089 . Response modification factor(s), R 6.5 ` Analysis procedure; Equivalent lateral force procedure WIND ANALYSIS Simplified Envelope Procedure Per ASCE 7-10, Chapter 28. 1. Risk category 2. (table 1.5-1) 2. Basic wind -speed: 110 mph (figure 26.5 -,IA) - 3. Exposure: B (section 26.7) 4. Kzt = 1.0 (section 26.8). ' 5. = 1.0 (figure 28.6-1) 6. Roof slope: 26.57° (6/12), - 7. Mean roof height: less than 30 ft. PS I KA POO ( eq. 28.6-1) Wind Pressures Roof internal zone: (6.45 psf) (.6) = 3.87 psf Roof end zone: (7.33 psf) (.6) = 4.40 psf Wall internal zone: (17.34 psf) (.6) = 10.41 psf Wall end zone: (23.32 psf) (.6) = 13.99 psf- V) W W LU 41 41 r NV! IL(n ^ I�^ uaio0 Fv xxx Cl) fj) (1) C3 0 C) Lf) Cl C-1 C4 C\1 -t 'k, qt C. , 4 C4 c". IN CY C (�-qtit 12-c_ 9c, o 0(i g i0 0 "52 ly Co 15 [Z C.. -t-* + oc"i k-) -z--0-t-) i o o 1.0 61 (Z -L- IZI3 R't te V, (-2- -1.- wLW ys -- W Ltl ill - isx Loo C _ f V C3 .-AN E I. --r- �... _ WALL . _ �f _..o_. •�- � ry � _ . ! �j ° 1 , i ! SHEARWALLS .4- ! -- '- I2 i 3 coat_ p- faster i 1_C_ ' ' _._.__ _ __ - .-I_ f _ ! ► ! T- - - i__i - +- - ! ❑. ; :- ( )gyp. bd iw% (', I _)@. (� _ 1. ), _AT.. ALL -5UPPORTS, .1 . �.BLOGKEfD i ANCHOR BOLTS i { �t!• 1J_. 11�_ I I �-'II I GBG s ecified /2 i(Pi 6.b. s., @ 6 -0- b.c_-w/ miff. _adecvate blts i ' anchor-' o-@ I A35 /-RBC f I ❑ i iz13G �s ,@ ; O .c ..-I • I ! 1 ❑ ! NONE REO'D - -- - - ._ OVER--T.,.URNLNG---_ Li -Z3 j j No holdo_wn's O J G516 .Holddown St`ra'ps to; Rim Joist. below {- i ❑ Portal Frame 1w1 "Simpson" 5T6224 straps -from 4x; 1 post to continous header. ❑ HDU2, SSTB16 i@ Single pour, SSTB20 @ 2 Pour ❑- ' HDU4;- SSTB20 @-Sing'ie pour, SSTB24- @ 2 Pour• COLLECTOR% -CHORD ' 67 ❑ ( ) 16d's per top R. sp I ice ❑ G516 strop sp I ices ❑ ST6224 strap splices ❑ Drag Truss �- '-�--�---------- •- ; ---- o-�- � WALLS_•---(„� ��, ._... -- ----- .-----�_...---- - --'--SHEARWALLS-57 '- - ,P ❑ �/8IVGDX ply: w/ 8d s C� �{-�,12 o.c. p 3 coat plaster _SUPPORT. -5,: : ANCHORBOLTS --- -, _ GBG specified %" `(P a b's; @ 6'=0" 6.c.: V4/ min_ _---- - -- a b 's - - I I� a- cl _.:bolts-; O-- • -A35-/-RBC : 55's ' �'' o.c AC ` - - --- - _ NONE RE<:.V. ' - ' �—OVERTURNIN.G__ .._....... ' ( O No holdown'srec�'d ❑ G516 Holddown .5traps...to, Rim. Jost_.below _ _- ❑.. Por.ta.l_ Frame w/- "Smpspn" 5.T6224__str._aps..-Fr_om.4x - post--tocontinous header-.-- •___.. _.._ - HDU2;-55TB16 ?@ Single pour,- 55TB20 La 2- Pour - - - -0- HDU-, -55TB20-O'--Sincgie-pour- -55TB24-70'-2 Pour:-�--- - --'-- COLLECTOR 7 CHORD - ( ) 16d's-per. top e splice - _... ... ❑ G516 strap splices ❑ 5T6224 strap splices / `• Drag Truss `/ hid ( ) Ibd's per top -e spl ice ❑ 0516 strap sp I ices ❑ ST6224 strap splices Drag Truss _ , 6nX p i w/ Sci's @.. '. ,12 o.c. -y. 3 coat plaster . _ ( gyp -Po ;w/. ( )@.. (. _; ), AT._ALL 5U-PP.ORT5, . ANCHOR -BOLTS -_ -- - - - GBG specified %2"'0 a b's_@ !o'_O'� o.c.'w/ r`nin. a.b.'s per wal lis adequate anchor-- - A35 -1 -RBC r•- � �,� ,-RBC's--@ -- -o:� __. ._ _�_._ . _._... - - - - - - -- - - -. � -�� , - , --❑___. ._NOME REQ'D- _. —OVERTURNING- - --' -- -- - ...... . -- - • :. .0516 Holddown_5t'raps...to, Rim .Jost. below. _.. 1 _ ..... E_. Porta -I_ Fr__ame_.w/. "5imp5on:`5:T6224 .straps_.-Fr_om.4x• ..:post --to cont'inous header.- -- - HOU2... 55TB16 1 - Single pour, 55TB20 @ 2 Pour — -❑- -HDU4; SSTB2.O-@•-Sing les -'our---' 4-6-".2, Pour",- - - .COLLECTOR? CHORD: /-' ( ) Ibd's per top -e spl ice ❑ 0516 strap sp I ices ❑ ST6224 strap splices Drag Truss _ r , ---�-�,--- • . .. , SLI N -E-•-- �. ' -• +�� --SHEA' RWA� L.L...S:. -..-.(�Gye CDx pl � �--i: �,11.�.�.oCom.c- _. . _ .... .:. .. _ ... _ . 3 coat plaster ' ❑_._:.. ( )_ bd `w/ (_ )@ _(. J.AT _ ALL SUPPORT5, .. ! _. B.LO-G.KED ._:.. . gyp . - , ANCHOR -BOLTS GE4 specified%2" (P; o b's Q 6'-0"_ o.c.'w/_rain__ a .s per walllLeis_adequate ••___ _.__. ..___-._. . ❑ z"- onchor- b6ttS @ -_ — .o.c= - - :_ . •. _ - - - -- _ ..._—_..... _ --- - - - _ --... - - --- --- - --- - A354 RBG , p RBG' 6.-6: - - ;- - , NONE REdR. --,--QVERTURNING ------- li 0 No...holdown's-req.-d _ 6516 Holddown..5t'rops...to ❑-. Porta.l_ Frame_ w%_ "Simps;on° 5T622._4---str_ops._Fr_om.4x post --to continous-header. _... HDU2-;-55-T-1316 ;@ -singlepour, 5STB20 C 2 Pour - - - _ ❑_ -HDU4; -SSTB2O-;--6-Singiell --pour;-55TB24-a 2- Pour -- - - - - - COLLECTOR % CHORD: ❑ -( ) 16d's-per. top --e splice G516 strap splices ❑ ST6224 strap splices ❑ Drag Truss ❑ ( ) IbdIs- per.top.R splice ❑ G516 strop splices ❑ 5T&224 strop sp I ices,Z' V Drag Truss WALLS SHEARWALL-S- . 1 1 , ----� - ,_ _ E---: - - - - --- ---- - -- -- _,__. _ WALLS= - SHEARWALL-S-- -- - a I - ; �` � '�. , �' (Q i ��.: � �°- �• _ .,ARC® '�-' j� � I � 1 GDX ' p ly.. 'ad's 6 1,1'2 o.G. _ 5 coo_ t plaster AT ALL. 5UPPORTS j r I BLC?GKED Ii 1 ,I .�. ANCHOR BOLTS. 1 ' ; ' i I , 1 - _.-f-i-- ------ --- - _ - -! _�-----�- -- i- -- �._GBG specified %2" i� a b'.'s!_@ 6`-0" o,c.w%•rnirl. y ( {/ry I a_b r wall is ad u to I onchor---bolts, @- A35 /' RBC ( i i I ' RBC's 6, 1 NONE REO'[?, _�. _.. I_ �..,_ ; -- - ..., ._ , _ ' _�_ ' +-._�__�-- - -- - =- --- ; -• OVERTURNING-- � , i - I IiI ❑ No • Holdown'sEJ `ro' 1 G516 Holddown 5t'raps to; Rim Joist below ! ❑ Portal ' Frame ',w% "5imps;on" 'ST6224 straps from 4x _ post to continous header. i ll�-I HDU2, 55TB1(b 'C Single pour, 55TB20 C 2 Pour ❑ - HDU4;--55TB20 6 -5irrg I•e pour, 55TB24 2 Pour' COLLECTOR -/-CHORD j ❑ ( ) 16d'5 per top e splice, Cb, G516 strap sp I ices ❑ ST6224 strap splices ❑ Drag Truss .3 _ Pa90 Project: ] Greg Peitz Home / Location: LMNG ROOM SLIDING GLASS DOOR HEADER Gregory A Peitz Architect Roof Beam �.`_ 383 Rio Lindo Ave or [ 2016 California Building Code(2012 NDS)]' Chico, CA 95926 5.5 IN x 12.0 IN x 12.5 FT 24F -V4 - Visually Graded Western Species - Dry Use StruCalc Version 10.0.0.9 4/5/2017 10:42:36 PM Section Adequate By: 125.1% Controlling Factor: Moment Controlling Moment: 14663 ft4b 6.25 ft from left support Created by combining all dead and live loads. Controlling Shear. -4692 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Reg'd DEFLECTIONS Center 58.65 in3 132 in3 Live Load 0.14 IN U1088 66 in2 274.89 in4 Dead Load 0.15 in 14663 ft -Ib 33000 ft-Ib Total Load 0.29 IN U519 14575 lb Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 2237 lb 2237 Ib Dead Load 2455 Ib 2455 lb Total Load 4692 Ib 4692 Ib Bearing Length 1.31 in 1.31 in BEAM DATA Span Length 12.5 R Unbraced Length Top 0 ft ` Unbraced Length -Bottom • 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES 24F -V4 - Visually Graded Western Species Base Values Adiusted Bending Stress: Fb = 2400 psi Controlled by: Ft cmpr = 1850 psi Fb' = 3000 psi Cd=1.25 Shear Stress: Fv = 265 psi FV = 331 psi Cd --125 Modulus of Elasticity: E = 1800 ksi E = 1800 ksi Comp. L to Grain: Fc - L = 650 psi Fc - -L= 650 psi Controlling Moment: 14663 ft4b 6.25 ft from left support Created by combining all dead and live loads. Controlling Shear. -4692 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Reg'd Provided 58.65 in3 132 in3 21.25 in2 66 in2 274.89 in4 792 in4 14663 ft -Ib 33000 ft-Ib -d6921h 14575 lb Project: Location: GARAGE DOOR HEADER Roof Beam [2016 California Building Code(2012 NDS) 3.5 IN x 13.5 IN x 18.6 FT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 23.5% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.49 IN U452 Dead Load 0.51 in Total Load 1.00 IN 1-1222 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: U180 REACTIONS A_ B Live Load 2202 Ib 2202 tb Dead Load 2279 Ib 2279 Ib Total Load 4481 Ib 4481 Ib Bearing Length 1.97 in 1.97 in BEAM DATA Span Length 18.6 ft Unbraced Length Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES 24F -V4 -Visually Graded Western Species Base Values Adiusted Bending Stress:, Fb = 2400 psi Controlled by: Ft cmpr = 1850 psi Fb' = 3000 psi Cd=1.25 Shear Stress: Fv = 265 psi Fv = 331 psi Cd --1.25 Modulus of Elasticity: E = 1800 ksi F = 1800 ksi Comp. -L to Grain: Fc --L= 650 psi Fc - -L = 650 psi Controlling Moment 20836 ft4b 9.3 ft from left support Created by combining all dead and live loads. - Controlling Shear. 4481 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Redd Provided Section Modulus: 83.34 in3 106.31 in3 Area (Shear): 20.29 int 47.25 int Moment of Inertia (deflection): 581.23 in4 717.61 in4 Moment: 20836 ft -Ib 26578 ft -Ib Shear: 4481 Ib 10434 lb page —� Greg Peitz Home Gregory A Peitz Architect / 383 Rio Lindo Ave or �,:--- Chico, CA 95926 StruCalc Version 10.0.0.9 4/5/2017 10:40:14 PM Side One: Roof Live Load: LL = 16.9 psf Roof Dead Load: DL = 15 psf Tributary Width: TW = 1.5 ft Side Two: Roof Live Load: LL = 16.9 psf Roof Dead Load: DL = 15 psf Tributary Width: TW = 12.5 ft Wall Load: WALL = 0 plf Non -Snow Roof Loaded Area: RLA = 260.4 plf 5LUYtR'1 l Utl AUJU51 R=U Ltrvh 1 na AMU LVAUJ Adjusted Beam Length: Ladj = 18.6 ft Beam Self Weight: BSW = 10 plf Beam Uniform Live Load: P r wL = 237 plf Beam Uniform Dead Load: wD_adj = 245 plf Total Uniform Load: WT = 482 plf Project: Location: KITCHEN WINDOW HEADER Roof Beam [2016 California Building Code(2012 NDS)] 5.5 INx7.5INx7.4FT #1 - Douglas -Fir -Larch - Dry Use Section Adequate By: 56.9% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.07 IN U1331 Dead Load 0.06 in Total Load 0.13 IN 0679 Live Load Deflection Criteria: L240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 1132 Ib 1132 lb Dead Load 1088 lb 1088 Ib Total Load 2220 Ib 2220 Ib Bearing Length 0.65 in 0.65 in BEAM DATA Span Length 7.4 ft Unbraoed Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.25 #1 - Douglas -Fir -Larch Controlling Moment: 4107 ft -lb 3.7 ft from left support Created by combining all dead and live loads. Controlling Shear: 2220 lb At support Created by combining all dead and live loads. Comparisons with required sections: Base Values Adiusted Bending Stress: Fb = 1200 psi Fb' = 1500 psi Area (Shear): Cd=1.25 CF=1.00 41.25 in2 Shear Stress: Fv = 170 psi Fv' = 213 psi Moment: Cd=1.25 6445 ft -Ib Modulus of Elasticity: E = 1600 ksi IF = 1600 ksi Comp. -L to Grain: Fc -1= 625 psi Fc - -L= 625 psi Controlling Moment: 4107 ft -lb 3.7 ft from left support Created by combining all dead and live loads. Controlling Shear: 2220 lb At support Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 32.86 in3 51.56 in3 Area (Shear): 15.67 in2 41.25 in2 Moment of Inertia (deflection): 51.28 in4 193.36 in4 Moment: 4107 ft -Ib 6445 ft -Ib Shear: 2220 lb 5844 lb - i - � V page _- t"f'.__?'DGreg Peitz Home r Gregory A Peitz Architect 383 Rio Lindo Ave ,r .� Chico, CA 95926 StruCalc Version 10.0.0.9 4/5/2017 10:38:55 PM Side One: Adjusted Beam Length: Ladj = 7.4 Roof Live Load: LL = 18 psf Roof Dead Load: DL = 15 psf Tributary Width: TW = 1.5 ft Side Two: Total Uniform Load: WT = 600 Roof Live Load: LL = 18 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 15.5 It Wall Load: WALL = 0 plf Non -Snow Roof Loaded Area: RLA = 125.8 plf SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 7.4 ft Beam Self Weight: BSW = 9 plf Beam Uniform Live Load: wL = 306 plf Beam Uniform Dead Load: wD_adj = 294 plf Total Uniform Load: WT = 600 plf Project: Rem Location: DINING ROOM WINDOW HEADER Section Modulus: Roof Beam 51.56 in3 [2016 California Building Code(2012 NDS)] 12.14 in2 5.5 IN x 7.5 IN x 4.4 FT Moment of Inertia (deflection): #1 - Douglas -Fir -Larch - Dry Use 193.36 in4 Section Adequate By: 239.7% 1892 ft -Ib Controlling Factor. Shear Shear: DEFLECTIONS Center 5844 lb Live Load 0.01 IN U5053 Roof Live Load: Dead Load 0.01 in 18. Total Load 0.02 IN 1-2477 Roof Dead Load: Live Load Deflection Criteria: L240 Total Load Deflection Criteria: U180 15 psf REACTIONS A B TW = Live Load 843 Ib 843 lb ft Dead Load 877 Ib 877 lb WALL = Total Load 1720 Ib 1720 Ib plf Bearing Length 0.50 in 0.50 in. RLA = 93.7 plf BEAM DATA Span Length 4.4 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES #1 - Douglas -Fir -Larch ; Base Values Adiusted Bending Stress: Fb = 1200 psi Fb' = 1500 psi Ca`=1.25 CF= 1.00 Shear Stress: Fv = 170 psi Fv' = 213 psi Cd=1.25 Modulus of Elasticity: E = 1600 ksi E' _ . 1600 ksi Comp. -Lto Grain: Fc- = 625 psi Fc --L= 625 psi Controlling Moment 1892 ft4b 2.2 ft from left support . Created by combining all dead and live bads. Controlling Shear: -1720 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Rem Provided Section Modulus: 15.14 in3 51.56 in3 Area (Shear): 12.14 in2 41.25 in2 Moment of Inertia (deflection): 14.05 in4 193.36 in4 Moment: 1892 ft -Ib 6445 ft -Ib Shear: -1720 lb 5844 lb page •-_ Greg Peitz Home Gregory A Peitz Architect / 383 Rio Lindo Ave or . Chico, CA 95926 StruCalc Version 10.0.0.9 4/5/2017 10:37:35 PM Side One:^ Ladj = 4.4 ft Roof Live Load: LL = 18, psf Roof Dead Load: DL = 20 psf Tributary Width: TW = 5.8 ft Side Two: Total Uniform Load: WT = 782 Roof Live Load: LL = 18. psf Roof Dead Load: DL = 15 psf Tributary Width: TW = 15.5 ft Wall Load: WALL = 0 plf Non -Snow Roof Loaded Area: RLA = 93.7 plf Adjusted Beam Length: Ladj = 4.4 ft Beam Self Weight: BSW = 9 plf Beam Uniform Live Load: wL = 383 plf Beam Uniform Dead Load: wD_adj = 399 plf Total Uniform Load: WT = 782 plf a ` Controlling Moment: 9296 ftab 7.9 ft from, left support " Created by combining all dead and live loads. Controlling Shear. -2354 Ib • At support. Created by combining all dead and live loads. Comparisons with required sections: Read Project: Section Modulus: Location: REAR PORCH HEADER 94.17 in3 Roof Beam 10.66 in2 [2016 California Building Code(2012 NDS)] J Moment of Inertia (deflection): 5.125 IN x 10.5 IN x 15.8 FT ✓ . 494.4 in4 24F -V4 - Visually Graded Western Species - Dry Use 9296 ft -Ib I Section Adequate By: 124.4% Shear: Controlling Factor: Deflection 11884 Ib 298 DEFLECTIONS ' Center Roof Live Load: LL = Live Load 0.21 IN U916 , psf Roof Dead Load: Dead Load 0.26 in 15 psf Total Load 0.47 IN U404 TW = 1.5 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 Wall Load: REACTIONS A B 0 plf Live Load 1038 Ib 1038 Ib RLA = 115.3 Dead Load 1315 Ib 1315 Ib Total Load 2353 Ib 2353 Ib Bearing Length 0.71 in 0.71 in -BEAM DATA Span Length 15.8 ft Unbraced Length -Top 0 ft Unbraoed Length -Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES 24F -V4 -Visually Graded Western Species Base Values Adiusted Bending Stress: Fb = 2400 psi Controlled by: Fb cmpr = 1850 psi Fb' = 3000 psi Cd --1.25 Shear Stress: Fv = ` 265 psi Fv' = 331 psi Cd --1.25 Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Comp. -L to Grain: Fc --L= 650 psi Fc - -L= 650 psi ` Controlling Moment: 9296 ftab 7.9 ft from, left support " Created by combining all dead and live loads. Controlling Shear. -2354 Ib • At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 37.19 in3 94.17 in3 Area (Shear): 10.66 in2 53.81 int Moment of Inertia (deflection): 220.29 in4 . 494.4 in4 Moment: 9296 ft -Ib 23543 ft -Ib Shear: -2354 Ib 11884 Ib lg page 'ar Greg Peitz Home Gregory A Peitz Architect 383 Rio Lindo Ave or Chico, CA 95926 StruCalc Version 10.0.0.9 4/5/2017 10:35:55 PM Side One: Ladj = 15.8 ft Roof Live Load: LL = 18 psf Roof Dead Load: DL= 20 psf Tributary Width: TW = 5.8 ft Side Two: WT = 298 plf Roof Live Load: LL = 18 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 1.5 ft Wall Load: WALL = 0 plf Non -Snow Roof Loaded Area: RLA = 115.3 plf Adjusted Beam Length: Ladj = 15.8 ft Beam Self Weight: BSW = 12 plf Beam Uniform Live Load: wL = 131 plf Beam Uniform Dead Load: wD_adj = 167 plf Total Uniform Load: WT = 298 plf f B 17-06.10 AI.T[1- 06. 2017 Systems- Plus Lumber Co. 1800 S. Barney Rd. Anderson, CA 96007 (530) 378-6800 (530) 365-5903 fax Trusses & Pre Manufactured Wall Panels systplus@systplus.com www.systplus.com INSPECTION AGENCY Timber Products Inspection, Inc. 105 S.E. 124'h Avenue Vancouver, WA 98684 Tel: (360) 449-3138 Fax: (360) 449-3953 *This engineering is valid ONLY for trusses manufactured by Systems Plus Lumber Co. * ICC ES Report ESR -1311& ESR 1988 IAS Certified Inspection No. AA -702 Fabrication in compliance with 2013 CBC SECTION 2303.4.2 IBC/IRC 2012 SECTIONS(2303.4/R802. I Oroof/R502.1 I floor) TRUSS ENGINEERING LAYOUT YES ■❑ NO ❑ Rtanriard Tmec Detail Title Tleta;l $ = Tnnl„AP Gable End 85 Wind B 1 Gable End 110 Wind B IA ✓ Gable End 110 Wind C 113 Hat Truss over 6/12 • 2 Hat Truss under 6/12 213 ✓ Web Bracing Details 3 ✓ Valley Fill Frames 4 Oen Face Jacks 5 ✓ Toe nail 6 ✓ Bearing Block 3.5 . 7 Bearing Block 5.5 7A Floor 8 Dbl T/C'Notching 9 HVAC . 10 Truss Data . 11 ✓ Purlin Gable 12 BCS], it. ' www.sbcindustr�-.com BCSI-BI Summary Sheet at www.sbcindustrv.com Systems Plus Job Number 0317-113 Date 3-24-2017 Revisions) 1-7 _ 0 4., i O P€IiMIT # Customer Porter BUTTE COUNTY DEVELOPMENT SERVICES Project Wilson CODE COMPLIANCE LocationChico DATEI L., BY I PRIOR TO ERECTING TRUSSES, READ TRUSS DATA SHEET AND NOTE NOTE SCSI -B 1 SUMMARY SHEET GUIDE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES UtE C50 P"-/ SYSTEMS PLUS LUMBER CO. / 1800 S. BARNEY ROAD/ ANDERSON, CA 96007 (530)378-6800 / FAX (530)365-5903 . TRUSS DATA SHEET APPROVALS: -OBTAIN ALL NECESSARY CODE COMPLIANCE, BUILDING DEPARTMENT APPROVALS, AND RECOMMENDATIONS AND INSTRUCTIONS FROM THE DESIGNER OF THE COMPLETE STRUCTURE BEFORE USING TRUSS DESIGN. -CONNECTION OF THE ROOF SYSTEM TO THE BUILDING FOR VERTICAL &LATERAL LOADS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ENGINEER. -SYSTEMS PLUS IS APPROVING ONLY THE STRUCTURAL DESIGN OF EACH TRUSS BASED ON INFORMATION RECEIVED FROM THE CUSTOMER AND SHOWN ON THE ENGINEERED TRUSS DRAWING. SIGNED AND SEALED DRAWINGS BASED ON THE PROVIDED DATA ARE FURNISHED BY SYSTEMS PLUS LUMBER CO. THIS ENGINEERING. IS VALID ONLY FOR TRUSSES MANUFACTURED BY SYSTEMS PLUS LUMBER CO. HANDLING &'ERECTION: -CARELESS HANDLING OF TRUSSES SHALL NOT. BE PERMITTED. -INSTALL TRUSSES VERTICALLY AT DESIGN BEARING POINTS, CORRECT SIDE UP, AT CORRECT SPACING AND PROPERLY BRACED. -NO LOADS SHOULD BE APPLIED TO THE TRUSSES UNTIL AFTER ALL BRACING AND CONNECTIONS ARE COMPLETED. -DO NOT PERMIT LOADS GREATER THAN DESIGN LOADS TO BE PLACED ON THE TRUSSES. -READ & APPLY THE RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-B1 SUMMARY SHEET). METAL CONNECTOR PLATES: =CONNECTOR PLATES ARE MANUFACTURED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE SPECIFICATIONS. -PLATES MUST BE INSTALLED ON BOTH FACES OF THE LUMBER WITH TEETH FULLY EMBEDDED. -REQUIRED PLATE SIZES, GAUGE AND DESIGN VALUES ARE SHOWN ON THE TRUSS DRAWING. -POSITION PLATES SYMMETRICALLY AT JOINTS, UNLESS OTHER DIMENSIONS ARE SPECIFIED. LUMBER: -THE LUMBER USED FOR TRUSS FABRICATION MUST COMPLY WITH THE SPECIFICATIONS OF AN APPROVED INSPECTION BUREAU AND MUST BE OF THE SIZE AND SPECIES SHOWN ON THE TRUSS DRAWINGS AND BE EQUAL TO OR BETTER. THAN THE GRADE SPECIFIED. BRACING: . REVIEW THE TRUSS ENGINEERING DRAWINGS FOR ANY LATERAL BRACING REQUIRED FOR INDIVIDUAL WEB MEMBERS. LATERAL BRACING OF INDIVIDUAL WEB MEMBERS SHALL BE PLACED PER STANDARD DETAIL 43 (MII/SAC51 & MR/SAC-23). -RESTRAINT OF LATERAL BRACING AND ADDITIONAL BRACING FOR THE COMPLETE STRUCTURE IS TO BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER. -READ AND APPLY THE RECOMMENDATIONS FOR TEMPORARY AND PERMANENT BRACING OF WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-B1 SUMMARY SHEET). -BOTTOM CHORD BRACING SHALL BE INSTALLED PER THE TRUSS ENGINEERING DRAWING BUT IS NEVER TO EXCEED 10'-0" O.C. WITHOUT A SPECIFIC ENGINEERED DESIGN.. . NO CUTTING, DRILLING, NOTCHING, OR TRIMMING OF ANY TRUSS MEMBER IS PERMITTED. STANDARD GABLE END DETAIL MIUSAC - 20 4/27/2004 PAGE 1 OF 2 6f CONT +DIAGONAL OR L -BRACING REFER TO TABLE BELOW SEE PAGE 2/2 FOR ALTERNATE BRACING DETAIL — 1 X4 OR 2X3 (rYP) VARIES TO COM, 12 TRUSS RTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/Bd NAILS SPACED AT 8" O.C. LOADING(psfl SPACING 2-0-0 TCLL 50.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC/IRC TOP CHORD 2 X 4 DFL/SPF/HF BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFUSPF/HF - STUD/STD SHEATHING (BY OTHERS 1 112" 3 1/2" Z NOTCH AT 24" O.C. (MIN.) TOP CHORD 3x5 = MITek Industries, Inc. Western Division 24" MAX II //II 24' O.C. 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW END j WALL IGID CEILING �+ MATERIAL :'2a DETAIL A gyp. '12-31�16 MIX-' MAY 14 20% OF GPS LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-0112 - 16d 71-011 -8 - OVER 81-611 4 - 16d NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 85 MPH WIND 3 -SECOND GUST, EXP. B, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX VERT. STUD HEIGHT OF 8'-6". TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE'BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 6" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3)LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 Q [VARNINO • Verify deafgn parameters and READ NOTES ON THIS AND INCLUDED AUTEIC REFERENCE PAGE IRIF747J BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors. This design h based only upon parameters shown. and Is for an individual building componenl. Sults tog Applicability of design parorrenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Brocing shown Citrus Helghls, CA, 9581 Is for lateral support of Individual web members only. Additional temporary lsractng to Insrure stability during construction Is the responsibility of the erector. Additional perrmneni bracing of the overall structure Is the responsgoilly of the build rig designer. For general guidance regarding A fabrication, quality control, storage, delivery, erectionfrom. and bracing, consull ANSI/1I ll QuaOty Criteria. DSB•89 and BCSII Building Component ��(� iTek® Safely Information available Truss Plate Inslitulo, 583170nalrio Drive, Madison, WI 53719. MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L - BRACE 12 INCH O.C. 6-7-0 13-2-0 11-0-0 16 INCH O.C. -- ,-4-D -- 24 INCH O.C. 4-8-n _4_ 7-9-0 NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 85 MPH WIND 3 -SECOND GUST, EXP. B, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX VERT. STUD HEIGHT OF 8'-6". TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE'BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 6" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3)LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 Q [VARNINO • Verify deafgn parameters and READ NOTES ON THIS AND INCLUDED AUTEIC REFERENCE PAGE IRIF747J BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors. This design h based only upon parameters shown. and Is for an individual building componenl. Sults tog Applicability of design parorrenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Brocing shown Citrus Helghls, CA, 9581 Is for lateral support of Individual web members only. Additional temporary lsractng to Insrure stability during construction Is the responsibility of the erector. Additional perrmneni bracing of the overall structure Is the responsgoilly of the build rig designer. For general guidance regarding A fabrication, quality control, storage, delivery, erectionfrom. and bracing, consull ANSI/1I ll QuaOty Criteria. DSB•89 and BCSII Building Component ��(� iTek® Safely Information available Truss Plate Inslitulo, 583170nalrio Drive, Madison, WI 53719. MARCH 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE 1 la1 a 0 00 0 00 E=[:] MiTek USA, Inc. MiTek USA, Inc. Page 1 of 1 V size shall be measured in between the centers of pairs of diagonals. TYPE MAXIMUM TRUSS WEB FORCE (Ibs.)(See note 7) BRACE BAY SIZE 24"O.C. 48"O.C. 72" O.C. BRACING MATERIAL TYPE A B C D BRACING MATERIAL TYPE A B C D BRACING MATERIAL TYPE C D 1 0'-0" 161 0 1 886 1 886 2829 - 3143 .3143 4715 z'_ `;'?;"' . 2358 2358 3536 1886 - 1886 2829 - 12'-0" 1342 1572 1572 2358 4715 7074 14'- 0" 1 150 13 47 1347 21 _ 3143 4715894 16'-0" 1006 1179 1179 1768 18'-0" 1048 1048 1572 20'-0" 805 943 943 1414 V size shall be measured in between the centers of pairs of diagonals. TYPE BRACING MATERIALS GENERALNOTES 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL. 1 X 4 IND. 45 SP 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2Y OF THE WEB FORCE. A -OR- 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER, AS THE LATERAL BRACE MATERIAL, AND SHALL BE INSTALLED IN SUCH A MANNER THAT R INTERSECTS WEB MEMBERS 1 X 4 #2 SRB (DF, HF, SPF) AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2.8d (0.131')25') FOR 1x4 BRACES, 2-10d (0.131'x 3') FOR 21G and 2x4 BRACES, AND 3-10d (0.131'x3') FOR 2x6 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2.8d (0.131'X25') NAILS FOR 1x4 LATERAL BRACES, B 2 X 3 #3, STD, CONST (SPF, DF, HF, OR SP) 2.10d (0.131')3') NAILS FOR 21G and 2x4 LATERAL BRACES, AND 3-10d (0.131'X1') FOR 2141 LATERAL BRACES. 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT C 2 X 4 #3, STD, CONST (SPF, DF, HF, OR SP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. —A —sbeindustry.conn and —.tphsLolg D 2 X 6 #3 OR BETTER (SPF, DF, HF, OR SP) 1. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. 8, TABULATED VALUES ARE BASED ON A DOL. 0 1.15 FOR STABILIZERS: FOR A SPACING OF 24' O.C. ONLY, MITEK'STABILIZER' TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A, B, C AND D BRACING MATERIAL. DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING. SEE'STABILIZER' TRUSS BRACING INSTALLATION GtIIDF AND PROnt ICT gPPr.tFICATinm TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability of the overall roof system. The method shown here is just one method that can be used to provide stability against web buckling. CONTINUOUS LATERAL RESTRAINT 2-1Od NAILS (SEE NOTE 4) r ' March 4, 2013 T -BRACE / I -BRACE DETAIL ST - T -BRACE 0O ® MiTek USA, Inc. Page 1 of 1 Note: T -Bracing / I -Bracing to be used when continuous lateral bracing 0o is impractical. T -Brace / I -Brace must cover 90% of web length. U Note: This detail NOT to be used to convert T -Brace / I -Brace MiTe,k USA, Inc.. webs to continuous lateral braced webs. Nailing Pattern T -Brace size Nail Size Nail Spacing 1x4 or 1x6 10d 8" o.c. 2x4 or 2x6 or 2x8 16d 8" o.c. Note: Nail along entire length of T -Brace / I -Brace (On Two -Ply's Nail to Both Plies) WE Nails Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1 x4 (*) T -Brace 1 x4 (*) I -Brace Nails Web I -Brace Nails T -Brace / I -Brace must be same species and grade (or better) as web member. (*) NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1X_ bracing material, use IND 45 for T-Brace/I-Brace For SP truss lumber grades up to #1 with 1X bracing material, use IND 55 for T-Brace/I Brace 2x6 1x6 (*) T -Brace 2x6 I -Brace 2x8 2x8 T -Brace 2x8 I -Brace Nails Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 2x3 or 2x4 2x4 T -Brace 2x4 I -Brace 2x6 2x6 T -Brace 2x6 I -Brace 2x8 2x8 T -Brace 2x8 I Brace Nails Web I -Brace Nails T -Brace / I -Brace must be same species and grade (or better) as web member. (*) NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1X_ bracing material, use IND 45 for T-Brace/I-Brace For SP truss lumber grades up to #1 with 1X bracing material, use IND 55 for T-Brace/I Brace JANUARY 1, 2009 L -BRACE DETAIL ST - L -BRACE �0 ® MTek USA, Inc. Page 1 of 1 baa - 0 00 0 00 a� MiTek USA, Inc. Nailing Pattern L -Brace size Nail Size Nail Spacing 1x4 or 6 10d 8" o.c. 2x4, 6, or 8 16d 8" o.c. Note: Nail along entire length of L -Brace (On Two -Ply's Nail to Both Plies) WE Nails Note: L -Bracing to be used when continuous lateral bracing is impractical. L -brace must cover 90% of web length. L -Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 20 or 2x4 1 x4 "** 2x6 1x6 2x8 2x8 Web L -Brace must be same species grade (or better) as web member. DIRECT SUBSTITUTION NOT APLICABLE DIRECT SUBSTITUTION NOT APLICABLE L -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 2x6 2x6 *"* 2X8 2X8 DIRECT SUBSTITUTION NOT APLICABLE 1 . • JANUARY 1, 2009 LATERAL TOE -NAIL -DETAIL ST -TOENAIL -SP == ® MiTek USA, Inc. Page 1 of NOTES: TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER " 0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 0 0o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. n 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH u AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW SIDE VIEW (2x3, 2x4) 2 NAILS 3 x 3 NAILS NEAR SIDE NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL.NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. I NEAR SIDE NEAR SIDE EXAMPLE: (3) -16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 1/4 3 (nails) X84.5 (Ib/nail) X 1.15 (DOL) = 291.5 Ib Maximum Capacity ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 30°TO 60° VARY FROM '30°TO 60° 45.00* 30 ° TO 60* 45.00* V� LU C E P. 12-31 Sjgl CIV11. FOF CALF 45.00' TOE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) DIAM. SYP DF HF SPF PF -S .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 71J 162 108.8 99.6 86.4 84.5 73.8 0 z 128 74.2 67.9 58.9 57.6 50.3 .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 Cl) THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW SIDE VIEW (2x3, 2x4) 2 NAILS 3 x 3 NAILS NEAR SIDE NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL.NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. I NEAR SIDE NEAR SIDE EXAMPLE: (3) -16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 1/4 3 (nails) X84.5 (Ib/nail) X 1.15 (DOL) = 291.5 Ib Maximum Capacity ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 30°TO 60° VARY FROM '30°TO 60° 45.00* 30 ° TO 60* 45.00* V� LU C E P. 12-31 Sjgl CIV11. FOF CALF 45.00' DETAIL FOR COMMON AND END -JACKS : Mtl/SAC - 8 -40PSF 3/30/2004 PAGE 1 MAX LOADING (psf)SPACING 2-0 0 BRACING Mffek Industries, In TCLL 40.0 Plates Increase 1.15 Western Division TCDL 14.0 Lumber Increase 1.15 TOP CHORD Sheathed. BCLL 0.0 Rep Stress Incr YES BOT CHORD Rigid ceiling directly applied. BCDL 10.0 MINIMUM LUMBER SIZE AND GRADE TOP CHORD 2 X 4 SPF 145OF 1.3E BOT CHORD 2 X 4 SPF 145OF 1.3E NOTE: TOP CHORD PITCH: 3/12-8/12 BOTTOM CHORD PITCH: 0/12.4/12 PITCH DIFFERENCE BETWEEN TOP AND BOTTOM CHORD TO BE "2" MIN. SPACING= 24" O.C. " LENGTH OF EXTENSION AS DESIGN REQ'D 20'-0" MAX SPLICE CAN EITHER BE 3X6 MT20 PLATES OR 22" LONG 2X4 SCAB CENTERED AT SPLICE W/SAME LUMBER AS TOP CHORD ATTACH TO ONE FACE W/ (.131"X3.0"`MIN) NAILS ® 3- O.C. 2 ROWS i SUPPORT AND CONN CT 01 N BY OTHERS OR 2-1 ad COMMON WIRE (0.162 -DIA. X 3.5`�:LGT TOE NAILS SUPPORTS SHALL BE PROVIDED @ 4'-0" O.C, ALONG THE EXTENSION OF TOP CHORD. CONN. W/3 led COMMON WIRE (0.162 -DLA. X 3.5" LGT) TOE NAILS 3X4 CONN. W12 16d COMMON WIRE (016T1)A X 3.5" CGT) TOE NAILS / , BOTTOM CHORD LENGTH MAY BE 2'-0" Mai \ 3X4 = OR A BEARING BLOCK. CONN. W216d COMMON WIRE(0.162"DIA X 3.671 LGT TOE NAILS'OR SEE DETAIL MIVSAC-7 FOR 1 2.0.0 844 PRESSURESLOCIONG INFO. N0-4 NOTE: NAILING SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT, SEP 0 1 A Q WARMNO . 9erl Jy darign p__ and RFAO NOTES ONTMS AND MMUDED fV= J?EFE tENCF. PAGE AW -747a BEFORE USE. 7777 Greenback Lane s��® Design valid for use onlywith Mlfek conneclon. This design is based only upon poramelers shown, and Is far an Indlvdual binding component. Suite 109 �Mml AppBcablily ot.deslgn paromenlers and proper fncorporalion of component B responsibiSty of building designer- not truss designer. Bracing shown Cltrua Heights, CA. 9581 Is far lateralsuppad of Individual web members only. Additional lemporary bracing to insure stability during construction Is the responsibgBly of the • erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding - fabricallon, quaflly control storage, delivery, erection and bracing, crormAl ANSI/tPll Quality Criteria. OSB -89 and BCStl Building Component M B A�® Safety Information available from Trun Fiala institute.D' institute. 583 Onoldo Drive. lvladlson.'M 53719. M l l EXT. I 2-0-0 4.0A ►11 V— 2.0.0 EXT EXT. 24)-0 -0-0 EXT. 2 2-0-0 CONK W13 led COMMON WIRE (0.162"DA X 3.5" LOT) TOE NAILS / , BOTTOM CHORD LENGTH MAY BE 2'-0" Mai \ 3X4 = OR A BEARING BLOCK. CONN. W216d COMMON WIRE(0.162"DIA X 3.671 LGT TOE NAILS'OR SEE DETAIL MIVSAC-7 FOR 1 2.0.0 844 PRESSURESLOCIONG INFO. N0-4 NOTE: NAILING SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT, SEP 0 1 A Q WARMNO . 9erl Jy darign p__ and RFAO NOTES ONTMS AND MMUDED fV= J?EFE tENCF. PAGE AW -747a BEFORE USE. 7777 Greenback Lane s��® Design valid for use onlywith Mlfek conneclon. This design is based only upon poramelers shown, and Is far an Indlvdual binding component. Suite 109 �Mml AppBcablily ot.deslgn paromenlers and proper fncorporalion of component B responsibiSty of building designer- not truss designer. Bracing shown Cltrua Heights, CA. 9581 Is far lateralsuppad of Individual web members only. Additional lemporary bracing to insure stability during construction Is the responsibgBly of the • erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding - fabricallon, quaflly control storage, delivery, erection and bracing, crormAl ANSI/tPll Quality Criteria. OSB -89 and BCStl Building Component M B A�® Safety Information available from Trun Fiala institute.D' institute. 583 Onoldo Drive. lvladlson.'M 53719. M l l -MiTek" MiTek USA, Inc. 7777 Greenback Lane -Suite 109 ' 7Citru§ Heights, CA, 95610 Telephone 916/676-1900 Re: 0317-113 fax 916/676-1909.. Wilson The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Systems Plus Lumber. Pages or sheets covered by this seal: R50081231 thru R50081327 My license renewal date for the state of California is March 31, 2018. QFtOFESS/pN �Q���O TEOp�s Fc . ww C 75435 c. m X EXP. 03/3112018 tp CIVIL 1F0 March 24,2017 'Teodosescu, Eduard IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSIITPI-1, Chapter 2. Job Truss Truss Type Qty Ply Wilson building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is for LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud R50081231 0317-113 A01 California Girder 1 n MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.22 K -M >999 180 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 Mi Tek Industries, Inc. Fri Mar 24 11:19:15 2017 Page 1 ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-YfBBdPMLZEBfdnCe?TXO WPFDK4KLHNbN?DS1zXktw 3-11-5 + 7-6-12 7-11-11 12-6-0 1 17-0-5 17-5x4 21 11 24-10-0 11 —0 3-11-5 3-7-7 0-0-15 4S5 4-6-5 0.4-15 3-7-7 3-9-5 5x8 = 2x4 11 5x8 = Scale = 1:44.9 3x5 % 2x4 II 3x4 = 3x6 = 3x4 = 2x4 II 3x5 3x8 = Pa 3-11-5 7-6-12 12.6-0 17-�+-d 21-0-11 4 10-0 3-11-5 3.7-7 4-11.4 4 Plate Offsets (X.Y)— [B:0-2-10 0-1-81 ID:0-4-0.0-1-41.IF:0-4-0.0-1-41,IH:0-0-14 0-1-81 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is for LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud Suite 109 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.07 K >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.22 K -M >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.08 H n/a n/a BCDL 10.0 Code IRC20151TPI2014 Matrix -MSH Weight: 236 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2X4 DF No. 1&Btr G 2-0-0 oc purlins (6-0-0 max.): D -F. WEBS 2X4 DF Stud/Std G ,- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) H=2000/0-3-8, B=2083/0-5-8 Max Horz B=85(!_C 27) Max Uplift 11=401(LC 9), B=434(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=3981/808, C -D=3501/717, D -E=-3878/883, E -F=3878/883, F -G=3465/716, G -H=3860/796 BOT CHORD B -N=735/3515, M -N=-735/3515, K -M=-603/3139, J -K=555/3112, I -J=664!3391, H-1=664/3391 WEBS C -N=-45/352, CM= -413/151, D -M=0/572, D -K=313/993, E -K=834/513, F -K=316/1028, F -J=0/528, G -J=-307/137, G -I=-37/300 NOTES- (12) 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 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. RpFESSlp 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' �� T E01) �c - 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom - QQ S� chord and any other members. .J tP y C 75435 8) A plate rating reduction of 20% has been applied for the green lumber members.w 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=lb) H=401, 834. EXP. 03/31/2018 10) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. * Ila_ .P March 24,2017 ® WARNING - Ved/y dasign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is for iViiTek' always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane . Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 JobTruss Truss Type Qty PIy Wilson 850081231 0317-113 , A01 California Girder 1 Job Reference (optional) Systems Plus Lumber Co, . Anderson, CA 8.100 s Jan 9 2017 Mi Tek Industries, Inc. Fri Mar 24 11:19:15 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-Yfj8BdPMLZE8fdnCe?TXO WPFDK4KLHNbN?DSlzxkfw NOTES- (12) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 Ib down and 91 Ib up at 7-8-8, 163 Ib down and 176 Ib up at 10-0-12, 163 Ib down and 179 Ib up at 12-0-12,163 Ib down and 179 Ib up at 12-11-4, and 163 Ib down and 176 Ib up at 14-11-4, and 117 Ib down and 91 Ib up at 17-3.8 on top chord, and 72 Ib down at 2-0-12, 286 Ib down and 112 Ib up at 4-0-12, 98 Ib down at 6-0-12, 104 Ib down at 8-0-12, 105 Ib down at 10-0-12, 105 Ib down at 12-0-12, 105 Ib down at 12-114, 105 Ib down at 14-11-4, 104 Ib down at 16-11-4, 98 Ib down at 18-11-4, and 286 Ib down and 112 Ib up at 20-114, and 72 Ib down at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -F=-60, F -H=-60, O -R=-20 Concentrated Loads (lb) -Vert: D-52 F=-52L=-81(F)N=-286(F) 1=-286(F) U= -163V= -163V0 --163X . =-163Y=36(F) Z= -64(F) AA=79(F) AB= -81(F) AC= -81(F) AD=81(F) AE=79(F) AF= -64(F) AG=36(F) „ ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE M 1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication• storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. } MiTek' 7777 Greenback Lane Job Truss Truss Type Qty Ply Wilson SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP 850081232 0317-113 A02 CALIFORNIA GIRDER 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.84 Vert(CT) -0.49 I -J >599 180 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:17 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-U2quclRctAUruxxamOV?TPbclOuuo4Tg3hUKWwzXkfu -1F-0 4-11-5 9-4-12 911-11 1250 15.0-5 15-7 20-0-11 24-10-0 i 4-11-5 4-5-7 0515 , 2-0-5 2-0-5 0.6-1 4-5-7 4-9-5 It 12x14 \\ 2x4 II 12x14 // Scale = 1:44.0 5x14 2x8 II 12x14 = 7x8 = 8x8 = 4x12 II 5x14 7x8 = 4-11-5 9.4-12 12.6-J 15-7-0 90-0-11 2410-0 4-11-5 4-5-7 3-1-4 3-1.4 4-5.7 4 _9_5 Plate Offsets (X Y)— IB:0-3-7 0-3-01 [D:0-38 Edoel IF:0-3-8 Edgel [H:Edoe 0-2-141 [J:0-3-8.0-5-41, IK:0-4-0 0 5 81 [L 0-3-0 0-381 WO -3-8.0-6-41 LOADING .(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.17 I -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.84 Vert(CT) -0.49 I -J >599 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.89 Horz(CT) 0.13 H n/a n1a BCDL 10.0 Code IRC2015rrPI2014 Matrix -MSH Weight: 336 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except D -F: 2X6 DF SS G 2-0.0 oc purlins (5-4-2 max.): D -F. BOT CHORD 2x8 DESS BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) F1=8320/(0-38 + bearing block) (req. 0-4-7), B=6121'/0-5-8 Max Horz B=100(LC 12) Max Uplift H=2074(LC 9), B=-1760(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=12838/3689, C -D=-12321/3621, D -E=-11549/3411, E -F=-11549/3411, F -G=12224/3467, G -H=-15268/4036 BOT CHORD B -N=3309/11421, M -N=-3309/11421, K -M=-3183/11012, J -K=-2999/10926, I -J=3554/13636, H-1=3554/13636 WEBS C -N=-65/504, C -M=328/139, D -M=1174/4018, D -K=322/1096, F -K=567/1230, F -J=-905/3853, G -J=2935/618, G -I=-509/2782 NOTES- (13) 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 0-4-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-30 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) 2x8 OF SS bearing block 12" long at jt. H attached to each face with 4 rows of 1 O (0.131'x3") nails spaced 3" o.c. 16 Total fasteners per block. Bearing is assumed to be DF SS. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; RpFESS/p (3 -second gust) TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS QQ Nq <<c (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate DOL=1.33 <t� T EOQO grip 6) Provide adequate drainage to prevent water ponding. 7) C 75435 o This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. Lo m 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 1-0-0 wide A will fit between the bottom chord and any other members. EXP. 0313112018 9) A plate rating reduction of 20% has been applied for the green lumber members. * 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=1b) H=2074, B=1760. 11) Graphical representation does not depict the the the FOFCAL\FEEL purlin size or orientation of purlin along the top and/or bottom chord. March 24,2017 C i e -aGe ® WARNING - Verify design paranreters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MTeM.® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is W �4e 1.' M always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. 7777 Greenback Lane Suite 109 Job Truss Truss Type ___J Qty Ply Wlson R50081232 0317-113 A02 CALIFORNIA GIRDER 1 2 Job Reference (optional) ayslems rens Lumoer co, Anaerson, LA 8.100 s Jan 9 2017 MITek Industries, Inc. Fn Mar 24 11:19:17 2017 Page 2 • ID:NNdi_b9i3sVnm5lZZgSRslyw7ge-U2quclRctAUru�ocamQV?TPbcl0uuo4Tg3hUKWwzXkfu r NOTES- (13)- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 Ib down and 78 Ib up at 9-11-10, 43 Ib down and 69 Ib up at 12-0-12, and 43 Ib down and 69 Ib up at 12-11-4, and 115 Ib down and 78 Ib up at 15-0-0 on top chord, and 2813 Ib down and 804 Ib up at 8-1-9, 1159 Ib down and 412 Ib up at 9-11-4, 1388 Ib down and 544 Ib up at 11-11-4, 1213 Ib down and 379 Ib up at 13-11-4, 1144 Ib down and 313 Ib up at 15-11-4, 1145 Ib down and 276 Ib up at 17-11-4, 1214 Ib down and 303 Ib up at 19-11-4, and 1146 Ib down and 206 Ib up at 21-11-4, and 1147 Ib down and 205 Ib up at 23-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -F=-60, F -H=-60, B -H=20 Concentrated Loads (lb) Vert: L=1388(B) 1=-1214(6) P= -1147(B) W=2813(B) X=1159(8) Y= -1213(B) Z=4144(6) AA=1145(6) AB= -1146(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - MiTek' 7777 Greenback Lane Suite 109 4 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - MiTek' 7777 Greenback Lane Suite 109 Job Truss Truss Type Qty PlyWilsonR50081233 Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP 0317-113 B01 CALIFORNIA GIRDER 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.12 H-1 >999 180 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Reference o tional Systems Plus Lumber Co, Anderson, CA 1.6-0 3-6-12 3-3-5 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:18 2017 101-: 3-3.5 5x8 = _ 2x4 II 5x8 31-12 Scale = 1:26.9 3x5 '- 3x5 7-3-0 10.11.4 141-0 a-12 12 3-8-4 3.8-4 31-12 Plate Offsets (X Y)— IB:0-2-100-1-81 [C:0-4-0.0-1-31, ID:0-0-0 0-0-01 IE:0-4-0,0-1-31 fF:0.2-10.0-1-81 Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.05 H >999 240 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.12 H-1 >999 180 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BCLL . 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.03 F n/a n/a BCDL 10.0 Code IRC2015lrP12014 Matrix -MSH Weight: 60 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except WEBS 2X4 DF Stud/Std G 2-0-0 oc purtins (4-11-0 max.): C -E. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) F=743/0-5-8, B=842/0-5-8 Max Horz B=51(LC 12) Max Uplift F=-208(LC 9), B=244(1 -C 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1440/415, C -D=1773/575, D -E=-1773/575, E -F=1466/431 BOT CHORD 13-I=360/1276, H -I=-364/1268, G -H=-356/1294, F -G=352/1303 WEBS . C -H=-204/592, D -H=-351/232, E-1-1=197/577 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11 Omph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 0=11t) F=208, B=244. 8) Graphical representation does not depict the size or the orientation of the along the top and/or bottom �oQROFESS/O�q T EOD purlin purlir. chord. 9) Hanger(s) device(s) be �� sF or other connection shall provided sufficient to support concentrated load(s) 51 Ib down and 70 Ib up at Q� C 3-8-8, 50 Ib down and 61 Ib up at 4-0-12, 66 Ib down and 97 Ib up at 6-0-12, 68 to down and 100 Ib up at 7-3-0, 66 Ib down and 97 wC 75435 Ib up at 8-5-4, and 50 Ib down and 61 Ib up at 10-5-4, and 51 Ib down and 70 Ib up at 10-9-8 on top chord, and 23 Ib down at 2-0-12, 30 Ib down at 4-0-12, 31 Ib down at 6-0-12, 31 Ib down at 7-3-0, 31 Ib down at 8-5-4, and 30 Ib down at 10-54, and 23 Ib EXP. 03/31/2018 down at 12-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber -Co. TFOFCAI�F LOADCASE(S) Standard March 24,2017 Co f ue o 2.q ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MYE 1 MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 ' Citrus Hei Ms CA 95610 Job Truss Truss Type Ory Ply Wilson �• a truss system. Before use. the building designer must verify the applicability of design parameters and popery incorporate this design into the overall - R50U81233 0317-113 B01 CALIFORNIA GIRDER 1 1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS] Building Component Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:16 2017 Page 2 ID:NNdi bgi3sVnm5tZZgSRslyw7ge-yEOGgeRFeUciW5WnJ80EOc8xbQOOXgUpHLEt3MzXkft LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) ' ` Vert: A -C=-60, C -E=60, E -F=-60, J -M=-20 Concentrated Loads (Ib) H w Vert: =25(B) D=-42 P=37(B) Q=-42 R=-42 S=37(B) T=7(B) U=23(B) V= -25(B) W=25(B) X= -23(B) Y= -7(B) ® WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE AVI.7473 rev. 10/03/2015 BEFORE USE. r a J , ® WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE AVI.7473 rev. 10/03/2015 BEFORE USE. . Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use. the building designer must verify the applicability of design parameters and popery incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane . Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job • Truss Type Qty PlylWilson ]Truss Welk' LOADING (psf) SPACING- 2-0-0 CSI. R50081234 031.7-113 B02 California 1 Vert(LL) -0.03 F -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:19 2017 Page 1 I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-QQye l_StPoIZ8F5ztrXTYgh4lgi3GAXzWtzRboz.Xkfs -1F-0 5-6.12 11-11 8-6-58-11 14.6-0 1b-0 55-12 0-0-1 2-6-10 0-0-15 5-6-12 Scale a 1:26.5 5x8 = 4x4 3x5 = 5E 12 2 • 8-11 3-0� 14-" 5-6-12 Plate Offsets (X,Y)— fC:0-4-0.0-1-41. FE:0-2-8 Edgel NOTES- (10) Welk' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.03 F -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.10 F -J >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.02 E n/a n/a 9,QFESSJO Nq� BCDL 10.0 Code IRC2015ITP12014 Matrix -MSH �Q S� of others. Weight: 57 lb FT = 20% LUMBER- &Lo C 75435 c m BRACING - ul ;10 TOP CHORD 2X4 DF No. 1&Btr G * EXP. 03/31/2018 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2X4 DF No. 1&Btr G TgTFOFCAL)F� \P 2-0-0 oc purlins (6-0-0 max.): C -D. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS. (Ib/size) E=622/0.5-8, B=723/0.5-8 Max Horz B=67(LC 8) Max Uplift E=168(1_C 9), 13=206(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. • TOP CHORD B -C=1025/299, C -D=$41/300, D -E=-987/294 BOT CHORD B -G=247/869, F -G=-249/863, E -F=203/838 NOTES- (10) Welk' 1) Unbalanced roof live loads have been considered for this design. 7777 Greenback Lane Suite 109 2) Wind: ASCE 7-10; VuIt=11Omph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.Bpsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcuirent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 0=1b) E=168, B=206. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) 9,QFESSJO Nq� or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 Ib down and 111 Ib up at 5-8-8, 33 Ib down 54 Ib 7-3-0, �pQ T EODQ and and up at and 88 Ib down and 111 Ib up at 8-6-6 on top chord. The design/selection of such connection device(s) is the responsibility �Q S� of others. CO QQ C 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. &Lo C 75435 c m LOAD CASE(S) Standard ul ;10 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 * EXP. 03/31/2018 Uniform Loads (ptf) Vert: A -C=60, C -D=60, D -E=-60, H -K=20 Concentrated TgTFOFCAL)F� \P Vert: C=48 0=48 March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M 1.7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, anc is f1r an individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and pr3perly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is for Welk' always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. 7777 Greenback Lane Suite 109 Job Truss Truss Type Qty PlyWilson in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL R50081235 0317-113 B03 Common 2 1 240 TCDL 10.0 Lumber DOL 1.15 BC 0.39 Vert(CT) Job Reference o Clonal Systems Plus Lumber GO, Anderson, GA or A 1-" 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:20 2017 Page 1 I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-ud W t FKTVA5tQIPg9RZ3i51 DC?EOV?cu6l L7Fzxkfr 14.6.0 7-3-0 Scale = 1:27.1 4x6 = I C LOADING, (psf) SPACING- 2-0-0 CSI. ' DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.08 E -H >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.39 Vert(CT) -0.21 E -H >813 180 BCLL 0.0 ' Rep Stress Incr YES WB 0:14 Horz(CT) 0.01 D n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.l&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) D=575/0-5-8, B=675/0-58 Max Horz B=82(LC 8) Max Uplift D=-94(LC 9), B=-131(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-829/132, C -D=827/127 BOT CHORD B -E=-611664, D -E=61/664 WEBS C -E=0/344 4x6 = PLATES GRIP MT20 220/195 Weight: 49 Ib FT = 201/o BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will Cd between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D except (jt=lb) B=131. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROFESs/pN TEOpOs��cZ LU LU C 75435 * P. 03/31/2018 C 0- a March 24,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MtTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss:Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314: Suite 109 Citrus Hei ms CA 95610 Job Truss Truss Type Qty Ply Wilson 1.15 TCDL 10.0 Lumber DOL 1.15 R50081236 0317-113 B04 COMMON GIRDER 1 10.0 Code IRC2015/TPI2014 WB 0.92 Horz(CT) 0.03 F n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:21 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-Mp4PSgU7xP?HNYFL?GaxeFmP8dLQktwF JSXfhzXkfq i -1�-0 - 4-0-12 7-3-0 10-5-4 14-" 1 6-0 4-0-12 3-2.4 3-2 4 4-0-12 A 21 A Scale = 1:26.6 4x6 11 4-0-12 3-2-4 3-2-0 1 4-0-12 1 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IRC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2x8 OF SS WEBS 2X4 OF Stud/Std G REACTIONS. (Ib/size) F=5098/0.5-8, B=2496/0-5-8 Max Horz B=84(LC 31) Max Uplift F=1507(LC 9), 13=685(1_C 8) CSI. DEFL. in (loc) I/deft Ud TC 0.29 Vert(LL) 0.06 G -H >999 240 BC 0.48 Vert(CT) -0.16 G -H >999 180 WB 0.92 Horz(CT) 0.03 F n/a n/a Matrix -MSH PLATES GRIP MT20 220/195 Weight: 165 Ib . FT = 20% . BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-4670/1268, C -D=-4968/1420, D -E=-4964/1415, E -F=-7640/2232 BOT CHORD B-1=1140/4133, H -I=-1140/4133, G -H=-1949/6803, F -G=1949/6803 WEBS D -H=-1185/4172, E -H=2791/928, E -G=-763/2484, C -H=307/468, C-1=-454/210 NOTES- (10) 1) 2 -ply truss to be connected together with 1 O (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3.0 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 ba --k (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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL4.8psf; BCDL 4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 1-0-0 wide will fit between the bottom chord and any other members., 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=1b) F=1507, B=685. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2838 Ib down and 821 Ib up at 8-1-9, 1158 Ib down and 404 Ib up at 9-11-4, and 1183 Ib down and 411 Ib up at 11-11-4, and 1187 Ib down and 371 Ib up at 13-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=60, D -F=60, B -F=20 Q�yOFESS/O "? ? I EQD) q�F2 S1 G) LU wP .75435 EXP. 03/31/2018 OF I$ March 24,2017 C i ue aoe ® WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall piT®k building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 I Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard Concentrated Loads (Ib) t Vert: D=1 N=2838(F)0=1 158(F) P= -1183(F) 0=-1187(F) Job Truss Truss Type Qty Ply Wilson a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall R50081236 0317-113 804 COMMON GIRDER 1 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Reference (optional) 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:212017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-Mp4PSgU7xP?HNYFL?GaxeFmP8dLOktwF_JSXfhzXkfq ® WARNING - Verfly design parameters M and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE I-7473 rev. 10/0312016 BEFORE USE. • Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i� iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSITfPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95 Job Truss Truss Type Ory Ply Wilson (loc) I/deft 0 PLATES GRIP TCLL 20.0 Plate Grip DOL 850061237 0317-113 CO1 Flat Girder 1 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) Job Reference o tional systems t-tus Lumoer Lo, tinoerson, UA ti.l UU s Jan 9'LU1 t MI I eK Industries, Inc. Fn Mar 24 11:19:23 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-JCC9tMVNSOF?csOk6hcPjgrkbRIGCnbYRdxekZzXkfo 5.0-11 9-11-9 14-10-7 19-9-6 24-8-5 29.8-15 5-0-11 4-10-15 410-15 4-10-15 4-10-15 5-0-11 Scale = 1:50.6 4x8 = 2x4 11 4x8 = 2x4 • I I 3x6 = 4x8 = 2x4 11 4x8 = B DG 2-0-0 CSI. B in (loc) I/deft 0 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.12 L >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.36 AC P 2x8 11 AD AE AFN M AG L AH Al K AJ AK J AL AM '5x8 = 2x4 II 4x6 4,x8 = 2x4 II 5x8 = 2x8 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.12 L >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.36 L >996 180 BCLL ' 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.07 I n/a n/a BCDL 10.0 Code IRC20151TP12014 Matrix -MSH LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD BOT CHORD 2X6 DF No.2 G BOT CHORD WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) P=2858/Mechanical, 1=2833/Mechanical Max Horz P=127(LC 22) Max Uplift P=-801 (LC 4), 1=-784(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -P=-2730/823, A -B=-3356/945, B -C=-3356/945, C -D=-5950/1640, D -F=-5950/1640, F -G=-3351/945, G -H=3351/945, H -I=-2701/809 BOT CHORD N -O=-1532/5315, L -N=1532/5315, K -L=1512/5313, J -K=1512/5313 WEBS A -O=-1134/4121, B -O=-714/416, C -O=-2441/691, C -N=0/468, C -L=-228/790, D -L=665/386, F -L=227/793, F -K=0/464, F -J=2444/691, G -J=710/415, H -J=-1135/4115 , Weight: 361 Ib FT = 20% 2-0-0 oc purlins (5-8-5 max.): A -H, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (12) 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: 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; Vu1t=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all seas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) P=801, 1=784. 10) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ' Q�OFESS/pN . T EOp0s <<c2 F � co w C 75435 c m A, * EXP. 03/31/2018 �gTFOFCA\0 O March 24,2017 o ti . o ase ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. ■ Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Crtterla, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Systems_ Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MTek Industries, Inc. Fri Mar 24 11:19:23 2017 Page 2 r ID:NNdi b9i3sVnm5tZZgSRslyw7ge-JCCgtMVNSOF7csOk6hcPjgrkbRIGCnbYRdxekZzXkfo NOTES- (12) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 Ib down and 43 Ib up at 0-5-10, 152 Ib down and 131 Ib up at 1-11-4, 152 Ib down and 141 Ib up at 3-11-4, 152 Ib down and 141 Ib up at 5-11-4, 152 Ib down and 142 Ib up at 7-11-4, 152 Ib down and 142 Ib up at 9-11-4, 152 Ib down and 142 Ib up at 11-11-4, 152 Ib down and 142 Ib up at 13-11-4, 152 Ib down and 142 Ib up at 15-11-4, 152 Ib down and 142 Ib up at 17-11-4, 152 Ib down and • 142 Ib up at 19-11-4, 152 Ib down and 141 Ib up at 21-11-4,152 Ib down and 141 Ib up at 23-11-4, and 152 Ib down and 141 Ib up at 25-11-4, and 152 Ib down and 141 Ib up at 27-11-4 on top chord, and 109 Ib down at 1-11-4, 109 Ib down at 3-11-4, 109 Ib down at 5-11-4, 109 Ib down at 7-11-4, 109 Ib down at 9-11-4, 109 Ib down at 11-11-4, 109 Ib down at 13-11-4, 109 lb down at 15-11-4, 109 Ib down at 17-11-4, 109 Ib down at 19-11-4, 109 Ib down at 21-11-4,109 Ib down at 23-11-4, and 109 lb down at 25-11-4, and 109 Ib down at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -H=-60, I -P=-20 Concentrated Loads (lb) Vert: E=152 M=83(F) C=-152 N= -83(F) K=83(F) F=152 Q=38 R=-152 S=-152 T=-152 U=152 V=-152 W=-152 X=-152 Y=-152 Z=-152 AA=152 AB= -152 AC= -83(F) AD=83(F) AE=83(F) AF= -83(F) AG=83(F) AH= -83(F) A1= -83(F) AJ=83(F) AK=83(F) AL=83(F) AM=83(F) Job Truss, ]Truss; Type Qty Ply Wilson R50081237 0317-113 C01 Flat Girder 1 Job Reference ® WARNING - Vemy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. ; or general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Crlterla, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 7777 Greenback Lane Suke 109 o tional Systems_ Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MTek Industries, Inc. Fri Mar 24 11:19:23 2017 Page 2 r ID:NNdi b9i3sVnm5tZZgSRslyw7ge-JCCgtMVNSOF7csOk6hcPjgrkbRIGCnbYRdxekZzXkfo NOTES- (12) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 Ib down and 43 Ib up at 0-5-10, 152 Ib down and 131 Ib up at 1-11-4, 152 Ib down and 141 Ib up at 3-11-4, 152 Ib down and 141 Ib up at 5-11-4, 152 Ib down and 142 Ib up at 7-11-4, 152 Ib down and 142 Ib up at 9-11-4, 152 Ib down and 142 Ib up at 11-11-4, 152 Ib down and 142 Ib up at 13-11-4, 152 Ib down and 142 Ib up at 15-11-4, 152 Ib down and 142 Ib up at 17-11-4, 152 Ib down and • 142 Ib up at 19-11-4, 152 Ib down and 141 Ib up at 21-11-4,152 Ib down and 141 Ib up at 23-11-4, and 152 Ib down and 141 Ib up at 25-11-4, and 152 Ib down and 141 Ib up at 27-11-4 on top chord, and 109 Ib down at 1-11-4, 109 Ib down at 3-11-4, 109 Ib down at 5-11-4, 109 Ib down at 7-11-4, 109 Ib down at 9-11-4, 109 Ib down at 11-11-4, 109 Ib down at 13-11-4, 109 lb down at 15-11-4, 109 Ib down at 17-11-4, 109 Ib down at 19-11-4, 109 Ib down at 21-11-4,109 Ib down at 23-11-4, and 109 lb down at 25-11-4, and 109 Ib down at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -H=-60, I -P=-20 Concentrated Loads (lb) Vert: E=152 M=83(F) C=-152 N= -83(F) K=83(F) F=152 Q=38 R=-152 S=-152 T=-152 U=152 V=-152 W=-152 X=-152 Y=-152 Z=-152 AA=152 AB= -152 AC= -83(F) AD=83(F) AE=83(F) AF= -83(F) AG=83(F) AH= -83(F) A1= -83(F) AJ=83(F) AK=83(F) AL=83(F) AM=83(F) Job Truss, ]Truss; Type Qty Ply Wilson R50081237 0317-113 C01 Flat Girder 1 Job Reference ® WARNING - Vemy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. ; or general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Crlterla, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 7777 Greenback Lane Suke 109 Job Truss Truss Type Qty PlyWilson Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 850061238 0317-113 ' CO2 Roof Special 1 1 Code IRC2015rTP12014 WB 0.52 Horz(CT) 0.03 H n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:24 2017 Page 1 ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-nOIX4i W7DKNsEOzwgO7eFtOg5rQExKtigHhBGOzXkfn 1-11 4 2-4-3 8-7-0 15-7-1 22-7-2 ' 29.8-15 1-11-0 0-0- 5 6-2-13 7-0-1 7-0-1 7-1-13 6.00 12 5x8 = 4x4 m c Scale = 1:52.5 30 = 2x4 II. 3x5 = 3x4 = 4x8 = 2x4 11 4x6 = 4x8 = 4x6 = 4x8 = 4xB = 1-11-0 &7-0 15-7-1 22-7-2 29.8-15 1-11-0 6-7-12 7-0-1 7'0-1 7-1-13 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IRC2015rTP12014 LUMBER - DEFL. TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X6 DF No.2 G WEBS 2X4 DF Stud/Std G *Except* 0.09 B-L,C-J,F-J,G-I: 2X4 DF No.1&Btr G REACTIONS. (Ib/size) H=1179/Mechanical, N=1178/Mechanical Max Horz N=163(LC 26) Max Uplift H=-392(LC 5), N=384(LC 8) Max Grav H=1179(LC 20), N=1178(LC 1) CSI. DEFL. in (loc) I/deft Ltd TC 0.69 Vert(LL) 0.09 J >999 240 BC 0.28 Vert(CT) -0.23 J -L >999 180 WB 0.52 Horz(CT) 0.03 H n/a n/a Matrix -MSH Citrus Heights, CA 95610 2x8 II PLATES GRIP MT20 220/195 Weight: 186 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-12 max.): B -G. BOT CHORD Rigid ceiling directly applied or 9-11-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=509/193, B -C=1618/561, C -D=-1946/659, D -F=-1946/659, F -G=1450/502, G -H=1114/413, A -N=1172/366 BOT CHORD L -M=-271/490, J -L=-631/1618, I -J=524/1450 WEBS B -M=868/387, B -L=-480/1380, C -L=-652/344, C -J=142/392, D -J=-406/248, F -J=-230/592, F-1=783/393, G -I=-570/1702, A -M=-356/1064 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=1b) H=392, N=384. 9) Graphical puffin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 Ib down and 89 Ib up at 2-1-0, 36 Ib down and 57 Ib up at 3-11-4, 43 Ib down and 69 Ib up at 5-11-4, 43 Ib down and 69 Ib up at 7-11-4, 43 Ib down and 69 Ib up at 9-11-4, 43 Ib down and 69 Ib up at 11-11-4, 43 Ib down and 69 Ib up at 13-11-4, 43 Ib down and 69 Ib up at 15-11-4, 43 Ib down and 69 Ib up at 17-11-4, 43 Ib down and 69 Ib up at 19-11-4, 37 Ib down and 58 Ib up at 21-11-4, 41 Ib down and 66 Ib up at 23-11-4, and 41 Ib down and 66 Ib up at 25-11-4, and 43 Ib down and 69 Ib up at 27-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Golelinuedin�OSDi U . C C 75435 * LLJ EXP. 03/31/2018 March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE AGI -7473 rev. 101032015 BEFORE USE. • Design valid for use only with M7ek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing B A �4�1R.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M V� 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Wilson l 0317-113 CO2 Roof Special 1 1 Job Reference (optional) Systems Plus Lumber Go, Anderson, GA LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf)• Vert: A -B=-60, B -G=60, H -N=20 Concentrated Loads (lb) Vert: Z=1 r ' 850081238 • 8.100 s Jan 9 2017 MTek Industries, Inc. Fri Mar 24 11:19:24 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-nOIX4iW?DKNsEOzwgO7eFtOg5rOExKtigHhBGOzXkfn ,. ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MVI -7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design pare meters and properly incorporate this design into the overall _ i•�i building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members onty. Additional temporary and permanent bracing �f'9'e l.A' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing o1 trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane -.Safety Information available from Truss Plate Institute, 218 N. Lee Street,.Suke 312, Alexandria, VA 22314. Suite 109 Citrus Hal Ms CA 95610 l • • I ' 850081238 • 8.100 s Jan 9 2017 MTek Industries, Inc. Fri Mar 24 11:19:24 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-nOIX4iW?DKNsEOzwgO7eFtOg5rOExKtigHhBGOzXkfn ,. ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MVI -7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design pare meters and properly incorporate this design into the overall _ i•�i building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members onty. Additional temporary and permanent bracing �f'9'e l.A' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing o1 trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane -.Safety Information available from Truss Plate Institute, 218 N. Lee Street,.Suke 312, Alexandria, VA 22314. Suite 109 Citrus Hal Ms CA 95610 Job Truss Truss Type Oty Ply Wlson LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&BV G TOP CHORD R50081239 0317-113 CO3 California Girder 1 1 Rigid ceiling directly applied or 9-7-10 oc bracing. B -M: 2X4 DF No. 1&Btr G MTek recommends that Stabilizers and required cross bracing Job Reference (optional) Systems VIUS Lumber CO, Anderson, cA 2x4 8.100 s Jan 9 2017 Mi Tek Industries, Inc. Fri Mar 24 11:19:25 2017 Page 1 3-114 0.1212 8-1-5 .. 8-1-5 8-1-5 1-3-15 Scale = 1:53.7 6.00 12 5x8 — 5x10 = B 3x4 = 3x4 = 3x4 = 2(4 I I M X Y L 2 K AA J AS AC I AD AE H 6x6 = 4x4 = 44 = 3x4 = - 4x6 = 606 = 3-11-0 8-1-11 16-3-0 24A-5 -815 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015/TP12014 CSI. TC 0.71 BC 0.39 WB 0.92 Matrix -MSH DEFL. in Vert(LL) -0.06 Vert(CT) -0.18 Horz(CT) 0.04 (loc) Udefl Lid I -J >999 240 I -J >999 180 H n/a n/a PLATES GRIP MT20 220/195 Weight: 187 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&BV G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X6 DF No.2 G except end verticals, and 2-0-0 oc purlins (4-6-12 max.): B -F. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 9-7-10 oc bracing. B -M: 2X4 DF No. 1&Btr G MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) H=1408/Mechanical, M=1202/Mechanical Max Horz M=.192(LC 5) Max Uplift H=524(1 -C 5), M=391 (LC 8) Max Grav H=1408(LC 1), M=1203(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1224/429, C -D=-1609/563, D -F=-948/347 BOT CHORD L -M=-378/735, J -L=-667/1606, I -J=610/1494, H -I=-184/337 WEBS F -H=1523/656, B -L=-229/889, C -L=-668/342, D -J=6/293, D-1=935/423, F-1=316/1084, B-M=-125Bi470 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) H=524, M=391. 9) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 Ib down and 96 Ib up at 4-2-6, 38 Ib down and 61 Ib up at 5-11-4, 45 Ib down and 72 Ib up at 7-114, 45 Ib down and 72 Ib up at 9-11-4, 45 Ib down and 72 Ib up at 11-11-4, 45 lb down and 72 Ib up at 13-11-4, 45 Ib down and 72 Ib up at 15-11-4, 45 Ib down and 72 Ib up at 17-11-4, 45 Ib down and 72 Ib up at 19-11-4, 44 Ib down and 78 Ib up at 21-11-4, 38 Ib down and 62 Ib up at 23-11-4, 38 Ib down and 62 Ib up at 25-11-4, and 23 Ib down and 36 Ib up at 27-11-4, and 195 Ib down and 182 Ib up at 28-3-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROFESS/ON TEOpOs�F2 Q C 75435 Fc m =X 018 CIVIIL rFOFCAL%F LOAD CASE(S) Standard March 24,201 / tinued on Bao- ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. ■ Design valid for use only with MTek® connectors. This design is based only upon parameters shown. and is for an individual building component, not • a truss system. Before use, the building designer must verify, the applicability of design parameters and property incorporate this design Into the overall g q building design. Bracing indi:Med is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing V! iT®k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DS9689 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job . Truss Truss Type t Qty Ply Wilson f 850081239 0317-113 - CO3 California Girder 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:25 2017 Page 2 ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-FaJvd2Xe eVjsAY7E6eto5w bFjighvruxQloSzXkfm LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -B=60, B -F=-60, F -G=60, H -M=-20 Concentrated Loads (lb) Vert: E=18 F=-157 U=38 V=38 W=-1 t ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE Mil -7473 rev. 1 0/0 312 0 1S BEFORE USE. Design valid for use only with Mi connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall p p A� e'll building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1y�IT• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Helants, CA 95 J f t ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE Mil -7473 rev. 1 0/0 312 0 1S BEFORE USE. Design valid for use only with Mi connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall p p A� e'll building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1y�IT• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Helants, CA 95 Job Truss Truss Type Qty Ply Wilson Udefl Lid TCLL 20.0 Plate Grip DOL 1.15 850081240 0317-113 C04 California 1 1 Lumber DOL 1.15 BC 0.33 Vert(CT). -0.14 H-1 >999 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:27 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-BzRgjYuWFIR5TiVLXhLtWOGf2Q78gi8MFvstLzXkfk 5-111 9-11-0 17-7-0 218 12 29-8-15 5-11-4 3-11-12 - 7-8-0 3-11-12 8-2-3 4x4 i 6.00 12 3x4 = 3x4 = 4x10 = Scale = 1:52.0 r L K U V J I W X H G 2x4 II 4x6 = 3x4 = 4x8 = 4x8 = 3x4 I . I 5.11-4 13-9-0 �1-F-0 21 2 29.815 5-11-0 7-9-12 7-8-0 0-1{12 8-2-3 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Udefl Lid TCLL 20.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.05 • H-1 >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(CT). -0.14 H-1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.03 G n/a n/a BCDL 10.0 COde'IRC2015rrPI2014 Matrix -MSH LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X6 DF No.2 G WEBS 2X4 DF No.1&Btr G *Except* BOT CHORD B-K,E-H,A-L,A-K,F-G: 2X4 DF Stud/Std G REACTIONS. (Ib/size) L=1200/Mechanical, G=1233/Mechanical Max Horz L=170(LC 6) Max Uplift L=-357(LC 8), G=359(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1042/341, B -C=866/334, C -D=-1338/490, D -E=-1140/447, E -F=1379/432, A -L=-1149/372, F -G=-1157/386 BOT CHORD I -K=-421/1227, H -I=-430/1357 WEBS B -K=-50/279, E -H=43/301, A -K=-280/996, F -H=288/1102, C -K=741/317, C-1=-11/284, 1 D -H=501 /257 PLATES GRIP MT20 220/195 Weight: 191 Ib FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins except end verticals, and 2-0-0 oc purlins (5-0-15 max.): B-E. Rigid ceiling directly applied or 10-D-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing Lbe installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.Bpsf; BCDL=4.Spsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) L=357, G=359. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 Ib down and 95 Ib up at 6-4-2, 38 Ib down and 61 Ib up at 7-11-4, 45 Ib down and 72 Ib up at 9-11-4, 45 Ib down and 72 Ib up at 11-11-4, 45 Ib down and 72 Ib up at 13-114, 45 Ib down and 72 Ib up at 15-114, 45 Ib down and 72 Ib up at 17-11-4, and 33 Ib down and 54 Ib up at 19-11-4, and 118 Ib down and 123 Ib up at 21-1-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard CogtWAd_lg,paa T N March 24.2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Not building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* l.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Nei Ms CA 95610 I I ' Job Truss Truss Type Qty Pty Wlson 850081240 0317-113. ; 004 Cal'rfomia Job Reference (optional) Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -B=-60, B -E=-60, E -F=60, G -L=-20 Concentrated Loads (lb) Vert: T=77 'a r d 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:27 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-BzRghYuWFIR5TiVLXhLtWOGf2Q78gi8MFvsWkfk r i I , r ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MVI -7473 rev. 10/03)2015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall �pp building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Syp iTe l( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 223'14. Suite 109 Citrus Hei Ms CA 95610 r i I , r ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MVI -7473 rev. 10/03)2015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall �pp building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Syp iTe l( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 223'14. Suite 109 Citrus Hei Ms CA 95610 Job Truss Truss Type City Ply Wilson Vert(CT) -0.24 I -J >999 180 stability and prevent collapse with possible personal injury and property damage. For general guidance regarding the Horz(CT) 0.04 1 n/a n/a 850081241 0317-113 COS California 1 1 TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-2 max.): D -F. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:29 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-7LZ08Pa82s79KnsuTyjpyx5jYs2lcW9RpZOyxDzXkfi • •50 1-11-8 5-54 51 3 16-0 257- 3 2 32.6 31 - - 5 1-50 7-11-8 7.5-12 0. -15 57-13 51-13 "15 50.10 57-9 5x8 = 2x4 11 5x8 = Scale = 1:67.3 1' 0 4x0 — K J ` w' I 3x5 4x4 II 2x4 II 3x5 II 4x10 = 4x6 2x4 I I 9.116 7-8-72 155-4 216-0 27-0-12 37-2-15 7.8-12 42-12 2-40 5512 60.12 56.12 10-2-3 LOADING (psf) SPACING- 2-0-0 CSI: TCLL 20.0 Plate Grip DOL 1.15 TC 0.52 TCDL 10.0 Lumber DOL 1.15 BC 0.58 BCLL 0.0 Rep Stress Incr YES WB 0.84 BCDL 10.0 Code IRC20151TPI2014 Matrix -MSH LUMBER- . TOP CHORD 2X4 DF No. 1&Btr G BOT CHORD 2X4 DF No. 1&Btr G *Except* C -P: 2X4 DF Stud/Std G, L-N,I-K: 2X6 DF No.2 G WEBS 2X4 DF No.1&BV G *Except* D-M,J-L,G-J,H-1,0-0: 2X4 DF Stud/Std G REACTIONS. (Ib/size) B=377/0-5-8, P=1557/0-5-8, 1=1164/Mechanical Max Horz B=173(LC 5) Max Uplift B=-70(LC 27), P=-399(LC 8), 1=-293(LC 9) Max Grav B=380(LC 19), P=1557(LC 1), 1=1164(LC 1) DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.07 I -J >999 240 MT20 220/195 Vert(CT) -0.24 I -J >999 180 stability and prevent collapse with possible personal injury and property damage. For general guidance regarding the Horz(CT) 0.04 1 n/a n/a 7777 Greenback Lane Suite 109 Citrus Heights, CA 95610 Weight: 229 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-2 max.): D -F. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 4-1-0 oc bracing: N -P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C -D=-1245/361, D -E=1305/469, E -F=1298/467, F -G=-1229/385 BOT CHORD N -P=-1408/440, C -N=1337/471, L -M=-233/1023, E -L=-387/242, I- J-275/929 WEBS C -M=229/1003, D -L=-173/469, J -L=-193/964, F -L=-194/456, G -J=-541266, G-1=1285/370 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B except (it=1b) P=399,1=293. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 Ib down and 96 Ib up at 15-7-0, 38 Ib down and 61 Ib up at 17-5-4, 45 Ib down and 72 Ib up at 19-5-4, 45 Ib down and 72 Ib up at 21-5-4, 45 Ib down and 72 Ib up at 23-5-4, and 33 Ib down and 54 Ib up at 25-5-4, and 48 Ib down and 68 Ib up at 26-11-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Ltanber Co. LOAD CASE(S) Standard ti0eed_on-mae March 24 2n17 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MGI -7473 10/032015 BEFORE rev. USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for to Welk' stability and prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI'I Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandrie, VA 22314. 7777 Greenback Lane Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory Ply Wilson ' 850081241 0317-113 'COS California 1 1 - Job Reference (optional) al —� Systems Plus Lumber Co, Anderson, CA ' 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:29 2017 Page 2. I D: N Ndi_b9i 3sV nm5tZZg S Rslyw7ge-7 LZ08Pa82s?9Kn suTyjpyx5jYs2lcW 9 RpZOyxD2Xkfi LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -F=-60, F -H=-60, P -R=20, O -P=20, L -N=-20, I -K=-20 A t ® WARNING - Vertly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not _ �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing N MV! A i4�G.Il• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB49 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Chrus Heights, CA 95 Job Truss Truss Type Qry TCLL 20.0 Plate Grip DOL 1.15 Vert(CT) -0.24 TC 0.41 TCDL - 10.0 Lumber DOL 1.15 [lyWilson R50081242 0317-113 C06 CALIFORNIA 1 1 Code IRC2015/TPI2014 Structural wood sheathing directly applied or 5-8-12 oc purlins, Matrix -MSH LUMBER - BOT CHORD TOP CHORD 2X4 DF No. 1&Btr G Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:30 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-bY7pLlbmpA77yxR4DIE2V8ewOGOeLyEa2D8WUfzXkfh -1.6.0 , 7.11.8 11-11-7 17.7-0 17-10.3 2150 24.7-13 2Sp•12 31.1.6 37.2 .15 1.6.0 7.11.8 311.15 57.9 0.33 37-13 3.1-13 0.4-15 6.0.10 6.1.9 5x6 = 6.00 12 2x4 11 5x8 = 47(6 II 4x4 - .. ••• � .. 3x5 2x4 II 2x4 If 4x8 = 4x6 = 2x4 II 20 It 9.11-0 i 7-&12 7.118 ' %- 15-0.9 2L&0 25-0.12 31-1-6 7-&12 0-2.122-0-0 St -0 &58 3512 6510 6-1-95 LOADING (psf) SPACING- 2-0-0 PLATES GRIP CSI. TCLL 20.0 Plate Grip DOL 1.15 Vert(CT) -0.24 TC 0.41 TCDL - 10.0 Lumber DOL 1.15 K n/a n/a BC 0.60 BCLL 0.0 Rep Stress Incr YES Weight: 244 Ib FT = 20% WB 0.92 BCDL 10.0 Code IRC2015/TPI2014 Structural wood sheathing directly applied or 5-8-12 oc purlins, Matrix -MSH LUMBER - BOT CHORD TOP CHORD 2X4 DF No. 1&Btr G BOT CHORD 2X4 OF No.1&Btr G *Except* C -S: 2X4 OF Stud/Std G, O-Q,K-N: 2X6 OF No.2 G WEBS 2X4 OF Stud/Std G *Except* WEBS F-P,F-0,H-0,H-M,I-M: 2X4 OF No.1 &Btr G REACTIONS. (Ib/size) B=380/0-5-8, S=1553/0-5-8, K=1165/Mechanical Max Horz B=224(LC 8) Max Uplift B=-45(LC 28), S=-380(LC 8), K=-256(LC 9) Max Grav B=384(LC 19), S=1553(LC 1), K=1165(LC 1) Scale = 1:71.1 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.07 S -W >999 240 MT20 220/195 Vert(CT) -0.24 S -W >392 180 Horz(CT) 0.03 K n/a n/a Weight: 244 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): F -H. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: M -N. 1 Row at midpt G-0 3-11-0 oc bracing: Q -S WEBS 1 Row at midpt H -M, I -M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD E -F=-1146/308, F -G=1127/375, G -H=1115/369, H-1=1172/352, I -J=-1219/293, J -K=-1106/276 BOT CHORD Q -S=1400/417, C-0=374/210, P -Q=-193/823, O -P=183/970, G -O=-271/156, L -M=-202/1030 WEBS E -Q=-1257/311, E -P=-21/326, F-0=129/401, M-0=131/956, H -0=119i385, I -L=-318/153, J -L=205/1086 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.33 plate grip. DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B except (jt=1b) S=380, K=256. 9) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 Ib down and 86 Ib up at 17-8-6, 67 Ib down and 61 Ib up at 19-5-4, 80 Ib down and 72 Ib up at 21-5-4 and 59 Ib down and 54 Ib up at 23-5-4 and 84 Ib ELI C 75435 EXP. 03/3112018 / down and 65 Ib up at 24-11-0 on top chord. The design/selection of such connection device(s) is the responsibility ofIothers. March 24,2017 C ti Daae ® WARNING. Veft design paremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01111-7473 rev. 10/032015 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing kvMiTek* is aays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTF91 Quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job Truss —) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:30 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-bY7pLlbmpA7?yxR40fE2V8ewOGOeLyEa2D8WUf7xkfh 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=60, F -H=60, H -J=60, S -U=-20, R -S=20, O -Q=-20, K -N= -2f) I ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M 1.7473 rev. 10/03/2015 BEFORE USE. ��' Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members ony. Additional temporary and permanent bracing 11 A'T�OIl.' is always required for stability and MY� to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95 Job Truss Truss Type Qty Pty. Wilson LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btf G TOP CHORD /250081243 0317-113 C07 California 1 1 Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF No.1 &Btr G *Except* 6-0-0 oc bracing: M-0. C-Q,E-Q,H-K,I-J,K-N,S-U: 2X4 DF Stud/Std G Job Reference (optional Systems Plus Lumber Co Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:32 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-YwF-ZmRclLnNjBFaT84GWaZjEX335pzJtVXddYYzXkR 2150 234-12 150 7-ttE .137-1 19-5-4 19,10-3 22-7-13 3.0&1E 37-2-15 150 7-11E 57-9 5143 15 1-1-1 710 7.1.9 1-7-13 0-4-15 s•.a = Scale = 1:81.7 6.00 12 5x6 T S 4x6 = "" 4x4 = M L K J i 4x6 II 2x4 II 3x5 II 4x10 = 3x4 I 3x5 3x4 = 4x8 II 2x4 II 6x8 = 9-11-8 7 1 7. 1E 117-1 19-5-4 2150 234-12 341E 37-2-15 7512 4 - 2 17-9 5703 24-12 `1512 74-10 7-1-9 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC20151TPI2014 CSI. TC 0.53 BC 0.60 WB 0.49 Matrix -MSH DEFL. in Vert(LL) 0.07 Vert(CT) -0.24 Horz(CT) 0.03 (loc) Vdefl Ud T -X >999 240 T -X >390 180 J n/a n/a PLATES GRIP MT20 220/195 Weight: 248 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btf G TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, BOT CHORD 2X4 DF Stud/Std G 'Except except end verticals, and 2-0-0 oc purlins (6-0-0 max.): F -G. B -S: 2X4 DF No.18Btr G, N-R,J-M: 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF No.1 &Btr G *Except* 6-0-0 oc bracing: M-0. C-Q,E-Q,H-K,I-J,K-N,S-U: 2X4 DF Stud/Std G 3-10-0 oc bracing: R -T WEBS 1 Row at midpt F -N, H -N MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=382/458, T=1633/0-5-8, J=1234/Mechanical Max Horz B=199(LC 5) Max Uplift B=53(1_C 27), T=-393(LC 8), J=-283(LC 9) Max Grav B=387(LC 19), T=1633(LC 1), J=1234(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C -E=1242/298, E -F=1272/402, F -G=1090/404, G -H=1317/402, H-1=1348/327, I -J=1171/305 BOT CHORD R -T=-1479/431, C -R=-1421/454, P -Q=208/1037, O -P=176/1073, N-0=150/883 WEBS C -Q=-232/1119, E -Q=-383/167, G -N=-53/285, H -K=-408/197, I-K=233M 166, K -N=222/935 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.Bpsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. p�pFESS/��_ 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. p q T EOpO 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide <<c� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. D C 75435 7) Refer to girder(s) for truss to truss connections. LL1 LU C rn 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B except (it=lb) EXP. 03131!2018 T=393, J=283. - r 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 Ib down and 129 Ib up at 19-7-0, and 33 Ib down and 54 Ib up at 21-5-4, and 124 Ib down and 144 Ib up at 22-7-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. F CALF 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. March 24,2017 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown- and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and papery incorporate this design into the overall HH building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i�'e!tail.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component - 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply Wilson 850081243 0317-113 C07 California 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pff) Vert: A -F=-60, F -G=-60, G-1=60, T -V=-20, S -T=20, O -R=20, J -M=-20 Concentrated Loads (lb) Vert: F=67 Z=84 s t � 8.100 s Jan 9 2017 M7ek Industries, Inc. Fri Mar 24 11:19:32 2017 Page 2 ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-YwEZmRc1 LnNjBFaT84GWaZjEX335pzJtVXddYYzXkff t , ® WARNING - verity design paramefen; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCS] Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Welk' 7777 Greenback Lane Job Truss Truss Type pry Pty Wilson Plate Offsets (X.Y)— [B:0-0.4.0-0-01.11:0-3-0.0-1-81. fM:0-0-0.0-0-11 fN:0-2-120-3-81, fR:0-0-0.0-0-11 LOADING (psf) SPACING- 2-D-0 850081244 0317-113 C08 Roof Special 2 1 TC 0.80 Vert(LL) -0.09 N-0 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference o liana/ Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:33 2017 Page 1 ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-07oxzndf65VapO9finnl7nGLBTSFYQeOkBMA4 zXkfe r1-0-0, 12 21-3-0. 29-1-3 37-2-15 �1-0-0 7-8-12 13-0-4 7-10-4 8-1-12 q]I 5x6 = 6.00 12 S R 4x1u = M ` L K J 3x5 = 3x4 II 5x8 = 3x4 II 7x8 = Scale = 1:73.5 7-3-12 21-3-0 '7 '2 2118-0 29-1-3 37-2-15 13.64 0-3-0 7-7-0 8-1-12 Plate Offsets (X.Y)— [B:0-0.4.0-0-01.11:0-3-0.0-1-81. fM:0-0-0.0-0-11 fN:0-2-120-3-81, fR:0-0-0.0-0-11 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.09 N-0 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.25 N-0 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.03 J n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MSH Weight: 243 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, BOT CHORD 2X4 DF No.t&Btr G *Except* except end verticals. P-R,M-T: 2X4 DF Stud/Std G, N-Q,J-M: 2X6 DF No.2 G WEBS 2X4 DF No.1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt G -N C-S,K-N,H-K,I-J,E-O: 2X4 DF Stud/Std G 10-0-0 oc bracing: L -N WEBS 1 Row at midpt F-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=31510-5.8, J=1166/Mechanical, S=1617/0-5-8 Max Horz B=209(LC 5) Max Uplift 8=54(LC 4), J=186(LC 9), S=316(LC 8) Max Grav B=32E(LC 19), J=1166(LC 1), S=1617(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD C -E=1171/191, E -F=1169/298, F -G=-1173/306, G -H=1235/248, H-1=1288/209, I -J=-1089/214 BOT CHORD N-0=-4/882 WEBS Q -S=-1375/345, C -Q=1410/357, K -N=98/1108, H -K=394/131, 1-0-91/1046, F -N=-169/686, E-0=-412/260, C-0=97/1113, F-0=-159/255 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 2x4 MT20 unless otherwise indicated. QRpFES$/0� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. p q 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide ��� TEOQO lF2 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. O 6) A plate rating reduction of 20% has been applied for the green lumber members. d C 75435 �' n 7) Refer to girder(s) for truss to truss connections. LU w C 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B except (jt=1b) EXP. 03/3112018 J=186, S=316. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. , - OF March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev. fO/03/2015 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verity the applicability of design parameters and prcperty incorporate this design into the overall qiTek� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iUi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply Wilson LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d R50081245 0317-113 C09 Common 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.65 Vert(CT) -0.35 K -S >999 180 Job Reference (optional) JyStemS HUS Lumber L;O, Anderson, L;A 7-8-0 7-7-0 6-" 5x6 = 6.00 12 F 6.1 UU S Jan 92U17 Mi I eK Industnes, Inc. Fn Mar 24 11:19:34 2017 Pagel 6-9-8 6-9-8 748-0 Scale = 1:77.9 0 ,. M 4x6 3x4 II 4x8 = 7x8'= 4x4 = 4x6 4x12 = J M I 7-8.12 15-3-0 7.8.12 7E-0 24.8-2 9-5-2 33-1-13 tv 8-5-11 9-0-3 Plate Offsets (X.Y)— [J:0-4-6.0-1-91, [L:0-4-0.0-4-81 HT LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.11 L -M >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.65 Vert(CT) -0.35 K -S >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) .0.05 J n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix -MSH Weight: 240 Ib FT = 20% LUMBER- BRACING. TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc puffins. BOT CHORD 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF No. 1&Btr G *Except* WEBS 1 Row at mid pt F -M C-O,I-K: 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=92/0 -5-8,0=2082/0-5-8.J=1316/0-5-8 Max Horz B=195(LC 8) Max Uplift B=80(1_C 22), 0=359(1_C 8), J=-242(LC 9) Max Grant B=189(LC 19), 0=2082(LC 1), J=1316(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=159/672, C -E=1075/218, E -F=1063/301, F -G-1502/363, G-1=2262/489; I -J=-2432/453 BOT CHORD B -O=-530/239, M -O=-530/239, L -M=17/972, K -L=-114/1550, J -K=-316/2106 WEBS C-0=1854/398, C -M=-142/1576, E -M=-425/264, F -M=306/62, F -L=214/991, G -L=-735/328, G -K=-181/734, I -K=391/231 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber. members. Q?;L,(FESS/�� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B except (jt=lb) �p q� TE000 0=359, J=242. O F 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q� sF tiC UU w C 75435 �. m * EXP. 03/3112018 OF March 24,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not HT a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is'to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPll Quality Crherla, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel Ms CA 95610 Job Truss Truss Type Qty Ply Wilson I/deft L/d TCLL 20.0 Plate Grip DOL 1.15 850081246 0317-113 C10D GABLE 1 1 Lumber DOL " BC 0.65 Vert(CT) -0.35 K -AY >999 Job Reference (optional) systems flus LUmDef uo, Anaerson, c a 8.100 s Jan 9 2017 MTek Industries, Inc. Fri Mar 24 11:19:36 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-OiU4cofXP0u9gsuENwLSkPuwRgQFIkJTQ9bghJzXkfb 11fi-0,_ 7$-0 15-3-0 21-3-0 26-0-8 34-10-0 L 1 6.0I 7:M 7-7-0 6-0-0 6-9.8 6-9.8 7 '0 6.00 12 5x6 = F Scale = 1:86.4 0 8x16 = ry M .I ori L ao 011 1" 4x6 _ 2x8 II 3x4 I I 4x8 = 2x8 II 7x8 = 4x4 = 4x8 = 4x12 =2x8 II 2x8 II 2x8 11 2x8 11 2x8 11 7$-1 7.8-12 764 9-5-2 'I-5.1 6-11-13 1W LOADING (psf) SPACING -2;%0 TOP CHORD CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) 0.18 K -AY >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.65 Vert(CT) -0.35 K -AY >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 J n/a n/a BCDL 10.0 Code IRC2015lrP12014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No. 1&Btr G BOT CHORD 2x8 DF No.2 *Except* B-N,J-L,L-N: 2X6 DF No.2 G WEBS 2X4 DF No. 1&Btr G *Except* C-O,I-K,Q-AU: 2X4 DF Stud/Std G, U -V: 2X6 DF No.2 G OTHERS 2X4 DF Stud/Std G REACTIONS.' (Ib/size) B=92/0-5-i3O=2082/0-5-8.J=1316/0-5-8 Max Horz B=195(LC 28) Max Uplift B=-772(LC 19), 0=-654(LC 27), J=1292(1_C 30) Max Grav B=776(LC 40), 0=2082(LC 1), J=1707(LC 39) PLATES GRIP MT20 220/195 Weight: 322 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 1 Row at midpt F -M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=1773/1884, C -E=1709/1385, E -F=1043/691, F -G=1551/1172, G-1=2695/2023, I -J=-3382/2696 BOT CHORD B-0=1655/1573, M-0=1326/1281, L -M=-2127/2571, K -L=-2226/2858, J -K=2431/3156 WEBS C-0=-1854/686, C -M=-458/1533, E -M=-425/265, F -M=-335/212, F -L=218/884, G -L=735/332, G -K=-186(734, I -K=-391/231 NOTES-' (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 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/rPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=1b) B=772, 0=654, J=1292. 10) This truss has been designed for a total drag load of 4000 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-5-8 to 23-6-0 for 173.6 plf. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q\IOFESS/pN F. TEOp�sF2 CO Q LU LU 75435 c M *. EX 12018 qTC OF CAUF March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 111II-7473 rev. 10103/2015 BEFORE USE. Ids' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp pp !� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Itll IT®R• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI. Building Component 7777 Greenback Lane Safety Information available from Truss Plate Instkute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss TruType pry Ply Wilson (loc) Udefl Ld TCLL 20.0 Plate Grip DOL 850081247 0317-113 C11 ROOF TRUSS 4ss 1 240 TCDL 10.0 Lumber DOL 1.15 BC 0.55 Vert(CT) Job Reference (optional) aybrenrs nus urrnOer %,o, mnuersun, LA 6.1uus Jan 9 ZU17 MIl ek Industnes, Inc. Fn Mar 24 11:19:37 2017 Pagel ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-uu2Sp8g99K0010TQxdshHdQ4o4ol U6ucfpKNElzXkfa rt -6.0, 7-11$ 14-11-8 21-380 26-0-0 33-0-2 37-3-13 42$-0 A4-0-0 7-11-8 7-M 6-3$ 4-9-0 7-0-2 4-3-11 5-2-3 1b-0 Scale = 1:75.3 .. 5x6 = 6.00 F12 F 5 N NI i 3x6 II 3x4 II r 4x10 = 4x6 = 3x5 - 7-8-12 7-�1-8 14-11$ 21-'t-tJ 26-2-0 '{'+-0-2 7-8-12 0-2 X12 7 0 0 6-3 8 4-11-0 6-10.2 9-5-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ld TCLL 20.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) 0.15 Q -R >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.55 Vert(CT) -0.12 S -W >805 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.08 K n/a n/a BCDL 10.0 Code IRC2015rrPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No. 1&Btr G BOT CHORD 2X4 DF No.1&Btr G 'Except O-R,K-N,P-O: 2X6 DF No.2 G WEBS 2X4 DF Stud/Std G *Except* C-Q,E-Q,F-P,G-P: 2X4 DF No. I&Btr G REACTIONS. (Ib/size) B=313/0-5-8, S=1809/0-5-8, K=1457/0-5-8 Max Horz 131=183(LC 9) Max Uplift B=-107(LC 9), S=382(LC 8), K=-300(LC 9) PLATES GRIP MT20 220/195 Weight: 259 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-15 oc bracing. JOINTS 1 Brace at Jt(s): T MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-199/349, C -E=-1602/276, E -F=-1540/342, F -G=1561/338, G -I=-2349/426, I -J=-2338/465, J -K=-2604/534 BOT CHORD R -S=-1717/405, C -R=-1591/385, P -Q=-24/1353, O -P=-102/2018, G -O=-83/826, K -M=-390/2301 WEBS C -Q=-152/1548, E -Q=-382/235, P -T=-203/1065, F -T=202/1059, G -P=1116,'293, M -O=-259/2084, I -M=-329/91, J -M=294/155 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and light exposed; Lumber DOL=1.33 plate grip DOL=1.33 3).This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except 0t=1b) B=107, S=382, K=300. . , 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 101032015 BEFORE USE. Design. valid for use only with Mffek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. L March 24,2017 MiTek' 7777 Greenback Lane Job Truss Truss Type Oty Ply Wilson (loc) I/defl Ud TCLL 20.0 Plate Grip DOL R50081248 0317-113 C12 Roof Special 2 1 240 TCDL 10.0 Lumber DOL t BC 0.61 Vert(CT) Job Reference (optional) Jyslems F'IUS Lumber Go, ivnoerson, LA 4-5-0 3-0-8 7-M 0-2=8 6-1-0 5x6 = 6.00 12 F 6.1UU s Jan 9 ZU17 MI I ek mdustnes, Inc. Fn Mar 24 11:19:382017 4-" 4-" 5-7-12 6-0-0 Scale = 1:76.5 T 4x4 = N M 4x6 \ 3x5 3x6 II 2x4 II 4x10 = 4-5-0 3-3-12 0- A2 7-0-0 6 3 8 9-3-0 5 5 12 6E-0 LOADING (psf) SPACING -2-0-0 TOP CHORD CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.16 O -P >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.46 O -P >898 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.10 K n/a n/a BCDL 10.0 Code IRC2015ITP12014 Matrix -MSH LUMBER - • TOP CHORD 2X4 DF No. 1&Btr G BOT CHORD_ 2X6 DF No.2 G 'Except' B-T,C-T: 2X4 DF No.1 &Btr G, I -N: 2X4 DF Stud/Std G WEBS 2X4 DF No.1&Btr G *Except* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS -89 and BCSI Building Component J-0,J-M,E-U: 2X4 DF Stud/Std G REACTIONS. (Ib/size) B=311/0 -5 -8,T=1812/0 -5-8,K=1457/0-5-8 Max Horz B=-183(LC 9) Max Uplift B-102(LC 9), T -390(1-C 8), K=-299(LC 9) PLATES GRIP MT20 220/195 Weight: 253 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. JOINTS 1 Brace at Jt(s): U MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-214/335, C -E=1651/266, E -F=1599/328, F -G=1604/328, G -I=-3106/638, I -J=-3115/545, J -K=-2634/502 BOT CHORD S -T=1719/414, C -S=1595/388, P -R=9/1398, O -P=-82/1874, 1-0=-289/177, K -M=348/2296 WEBS C -R=156/1585, E -R=-384/230, P -U=194/1121, F -U=-192/1115, G -P=-905/306, G -O=-312/1436, M -O=-349/2391, J-0=0/500, J -M=666/165 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 0=1b) B=102,T=390,K=299. 7) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. March 24,2017 ® WARNING - Verffy design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGEWJI.7473 rev. 1070312015 BEFORE USE. • Design valid for use only with MRek®conneclors. This design is based only upon parameters shown, and is for an incividual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IUIiT®k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type 9-1-0 - 8-2-0 Plate Offsets (X,Y)— fB:0-2-100-1-81 11:0-3-12 0-1-11 Wilson • SPACING- 2-0-0 ]Qty, DEFL. in [ly 850081249 � 0317-113 C13 Roof Special 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.31 O -T >299 180 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:39 2017 Page 1 ID:NNdi—b9i3sVnm5tZZgSRslyw7ge-rH9CEgiQhxGkXJdp22u9M2 WRruTmy6xv66pUlezXkfY -1.6.0 i 7-11-B 14-7-4 21-3 0 26-&8 32-2-0 38-0-0 6-7-12 6.7-12 Sc5-8 5-5.8 5x6 = 6.00 12 F Scale = 1:72.6 3x5 11 3x5 M06 7-8-12 7-1�,-8 14-7-4 2:1; 3, 30-0-0 1 38-6-0 5.0.0 2-8-12 0. 12 6-7-12 6.7-12 9-1-0 - 8-2-0 Plate Offsets (X,Y)— fB:0-2-100-1-81 11:0-3-12 0-1-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.09 O -T >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.31 O -T >299 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 HDrz(CT) 0.05 1 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MSH Weight: 206 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD 2X6 DF No.2 G 'Except* BOT CHORD Rigid ceiling directly applied or 4-1-5 oc bracing. B-0: 2X4 DF No.1&Btr G, C-0: 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing WEBS 2X4 Stud/Std xcept*No.I& be installed during truss erection, in accordance with Stabilizer F- F-M,F-K,GK: 2X4 DF No.t&Btr G DF Installation guide. REACTIONS. (Ib/size) 1=1216/0-5-8, B=365/0-58, 0=1589/0-5-8 Max Horz B=238(LC 8) Max Uplift 1=-217(LC 9), B=72(1_C 9), 0=354(1_C 8) Max Grav 1=1216(LC 1), B=370(LC 19), 0=1589(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C -E=-1473/245, E -F=1474/333, F -G=1300/276, G -H=2115/415, 1-1-1=2275/409 BOT CHORD N-0=1491/373, C -N=-1419/400, K -M=-46/1093, J -K=-136/1516, I -J=292/1994 WEBS C -M=185/1281, E -M=-419/264, F -M=183/346, F -K=115!727, G -K=643/260, G -J=108/586, H -J=-321/188 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B except Gt=1b) 1=217, 0=354. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. U C 75435 * EXP. 03/31/2018 March 24,2017 ® WARNING - V—Ty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AVI.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall .�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing N A Tel.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general gjidance regarding the M V I R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPfI Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Chrus Hal Ms. CA 95610 Job Truss Truss Type Ory PlyJob Wilson PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 7777 Greenback Lane Suite 109 TC 0.46 850081250 0317-113 C14 Roof Special 1 1 BC 0.53 Vert(CT) -0.31 0-T >299 180 1) Unbalanced roof live loads have been considered for this design. BCLL 0.0 Rep Stress Incr YES Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:40 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-JTjbRAi2SFOb9TC?cIPOvF2cblp?hZB2LmZ2g4zXkfX 11x0 7-11.8 14.7-4 2130 26-8-8 32-2-0 38.6-0 1b-0 7-11.8 6.7-12 6-7-12 SS8 SS8 6-4-0 5x6 = 6.00 12 Scale = 1:72.6 0 3x5 3x5 I 50.0 7$12 7-51.8 14-7-0 21-3-0 30.4-0 38.6-0 50.0 2-8-12 0.2-12 6-7-12 57-12 9-1-0 B-2-0 LOADING (psf) SPACING- 2-0-0 Max Horz B=238(LC 8) CSI. DEFL. in (loc) Udef1 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 7777 Greenback Lane Suite 109 TC 0.46 Vert(LL) -0.09 0-T >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 G -J=-108/586, H -J=321/188 BC 0.53 Vert(CT) -0.31 0-T >299 180 1) Unbalanced roof live loads have been considered for this design. BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.05 1 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide Matrix -MSH will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Weight: 206 Ib FT = 20% LUMBER- 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B except (jt=1b) BRACING - 1=217, 0=354. TOP CHORD 2X4 DF No. t&Btr G 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD 2X6 DF No.2 G 'Except' BOT CHORD Rigid ceiling directly applied or 4-1-5 oc bracing. B-0: 2X4 DF No.1 &Btr G, C-0: 2X4 DF Stud/Std G EXP. 0313112018 MiTek recommends that Stabilizers and required cross bracing WEBS 2X4 DF Stud/Std G'ExcepY be installed during truss erection, in accordance with Stabilizer F-M,F-K,G-K: 2X4 DF No.t&Btr G Installation uidI REACTIONS. (Ib/size) 1=1216/0.5-8, B=365/0-5-8, 0=1589/0.5.8 ■- Max Horz B=238(LC 8) Max Uplift 1=-217(LC 9), B=-72(LC 9), 0=354(1-C 8) Max Grav 1=1216(LC 1), B=370(LC 19), 0=1589(LC 1) IVf iTek' FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 7777 Greenback Lane Suite 109 TOP CHORD C -E=-1473/245, E -F=-1474/333, F -G=1300/276, G -H=2115/415, H-1=2275/409 BOT CHORD N-0=1491/373, C -N=-1419/400, K -M=-46/1093, J -K=-136/1516, I -J=292/1994 WEBS C -M=-185/1281, E -M=-419/264, F -M=183/346, F -K=115!727, G -K=-643/260, G -J=-108/586, H -J=321/188 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B except (jt=1b) 1=217, 0=354. OQROFESS/��9 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. � � O 'T EODCO Fc W wP C75435 m rn EXP. 0313112018 *. * 1 OF March 24,2017 ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. ■- Design valid for use ony with MiTek® connectors. This design is based only upon parameters shown, and is for an inftvicual building component, not� a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always for to IVf iTek' required stability and prevent collapse with possible personal injury and property damage. For genera0 guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 7777 Greenback Lane Suite 109 Job Truss Truss Type I Qty _lPly Plate Offsets (X.Y)— 16:0-2-10.0-1-81 IF:0-4-0,0.1-41,fG:0.2-7 0-1-121 11:0-2-0.0-0-91, f1-:0-0-01-2-121 11-:0-2-4 .0-4-81 Wilson LOADING (psf) SPACING-' 2-0-0 CSI. DEFL. in (loc) Vdefl Ud R50081251 0317-113 C15 California 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(CT) -0.31 P -U >298 180 Job Reference (optional) ayatems rens Lumoer Uo, rvtaerson, Lit 1.6-0' 7-11-8 5-5-5 5-7-15 5x8 = 6.00 12 6.lUU s Jan 9 ZU11 Mi I ex InOustnes, Inc. Fn Mar Z4 11:19:41 Z017 1 23-0-5 23 5-0 30-M i 3 6-10 0 -15 6812 5x6 = 8-" Scale = 1:71.2 3x5 7-8-12 7-11-8 13-0-13 19-0-12 23-5.4 '+n1J-0 8-0� 39-6n 7812 0-2 X12 5-5-5 5-7-15 4 4 8 6�-12 8-0 8 0-5 8 Plate Offsets (X.Y)— 16:0-2-10.0-1-81 IF:0-4-0,0.1-41,fG:0.2-7 0-1-121 11:0-2-0.0-0-91, f1-:0-0-01-2-121 11-:0-2-4 .0-4-81 LOADING (psf) SPACING-' 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.09 J -R >999 240 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(CT) -0.31 P -U >298 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.06 1 n/a n/a BCDL 10.0 Code IRC20151TPI2014 Matrix -MSH Weight: 210 lb FT=20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except BOT CHORD 2X6 DF No.2 G 'Except' 2-0-0 oc purlins (5-8-10 max.): F -G. B -P: 2X4 DF No. t&Btr G, C -P: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF No. 1&Btr G *Except* 4-0.8 oc bracing: O -P C-N,E-N,E-M,H-J: 2X4 DF Stud/Std G / 6-0-0 oc bracing: N-0. Tekcommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 1=1253/0-5-8, B=367/0-5-8, P=1624/0-5-8 Max Horz B=219(LC 8) Max Uplift 1=255(LC 9), 13=65(LC 28), P=-389(LC 8) Max Grav 1=1253(LC 1), B=371(LC 19), P=1624(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD C -E=1454/288, E -F=1446/355, F -G=1324/378, G -H=1580/379, H-1=2294/474 BOT CHORD O -P=1525/407, C-0=1466/429, M -N=199/1227, K -M=146/1234, J -K=-32511970, I -J=-325/1970 WEBS C -N=-245/1327, E -N=314/140, F -K=78/264, G -K=-37/391, H -K=771/272, H -J=0/376 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide pRpFESSj n will fit between the bottom chord and any other members, with BCDL = 10.Opsf. p q ftp TEOD I , 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide S1F 2C mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B except (it=1b) O Q� I=255, P=389. C o C 75435 `0 rn 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LLI w C M 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 Ib down and 75 Ib up at 19-2-8, and 94 Ib down and 95 Ib up at 23-0-7 on top chord. The design/selection of such connection device(s) is the responsibility EXP. 03!31!2018 # {r of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOADCASE(S) Standard FOFCAUF� March 24.2017 CpgiQjN omELO ® WARNING. Verily design parametersand READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 5v1.7473 rev. 1010312015 BEFORE USE. ■■ Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is i�niTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 956110 Job Truss Type Qty PlyWilson TC'1 , t 850081251 0317-113 1 California � 1 N t ' Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:41 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-nfH�gDYWSndmBATxdRTbnOh7n07bCaOIbNXzXkfW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=-60, F -G=-60, G-1=60, P -S=-20, 1-0=-20 Concentrated Loads (lb) Vert: V=74 ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.7473 rev. 10/0312015 BEFORE USE. ■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ilya is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �qqiTe k, fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95i . 1 , t 1 t ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.7473 rev. 10/0312015 BEFORE USE. ■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ilya is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �qqiTe k, fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95i Job Truss Truss Type Qty (loc) I/deft Ud P -U >999 240 P -U >298 180 J n/a n/a PLATES GRIP MT20 220/195 Weight: 207 Ib FT = 20% LUMBER- BRACING - ]Ply TOP CHORD FW11soenfR50081252 0317-113 C16 Californiaerence B -P: 2X4 DF No.1&BV G, C -P: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF Stud/Std G 'Except 4-0-10 oc bracing: O -P. G-N,G-L: 2X4 DF No.t&Btr G (optional) Systems Plus Lumber Co, Anderson, CA 1.6.0, 7-11-8 12-0-13 17-0-12 17,6 7-118, 4-5-5 4-7-15 0-0 5x6 = 6.00 12 3.8-4 3-9-5 3x5 = 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:42 2017 5x6 = 6-0-7 6$5 Scale = 1:71.1 3x5 V 3x5 I I 7$12 7-11.8 17-0-12_ _ 25-5.4 31-9-11 38-0-8 3$r-0 7$12 - 0-2-12 9-1.4 -- 8.4$ 64-7 6-2-13 0-5-8 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015ITP12014 CSI. TC 0.44 BC 0.54 WB 0.98 Matrix -MSH DEFL. in Vert(LL) -0.09 Vert(CT) -0.31 Horz(CT) 0.07 (loc) I/deft Ud P -U >999 240 P -U >298 180 J n/a n/a PLATES GRIP MT20 220/195 Weight: 207 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Bir G TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, except BOT CHORD 2X6 DF No.2 G 'Except 2-0-0 oc purlins (5-5-9 max.): F -H. B -P: 2X4 DF No.1&BV G, C -P: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF Stud/Std G 'Except 4-0-10 oc bracing: O -P. G-N,G-L: 2X4 DF No.t&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) J=1236/0-5-8, B=365/0-5-8, P=1605/0-5-8 Max Horz B=204(LC 8) Max Uplift J=224(1 -C 9), B=-58(LC 28), P=332(1 -C 8) Max Grav J=1236(LC 1), B=368(LC 19), P=1605(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD E -F=-1449/232, F -G=-1241/222, G -H=-1464/334, H -I=-1729/329, I -J=-2363!429 BOT CHORD O -P=-1506/350, C-0=-403/212, N-0=147/1078, L -N=158/1451, K -L=308/2056, J -K=308/2056 WEBS E-0=-1510/266, E -N=-4/282, F -N=-55/406, G -N=460/158, H -L=-28/459, I -L=-671/247, I -K=0/291 . NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.Bpsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B except (jt=1b) J=224, P=332. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 Ib down and 114 Ib up at 25-0-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard ,Gp tipuecLpDpaGq C 75435�jrf EXP. 03/31/2018 J � OFCAU� March 24.2017 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' �1�®0.' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the �V R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heil Ms CA 95610 Job Truss Truss Type Oty Wilson ` ]ply 850081252 0317-113 C16 California 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:42 2017 Page 2 I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-FsrLsskl_selOnLOjASs_g8zU5VJ9MELp428vzzXkfV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=60, F -H=-60, H -J=60, P -S=20, J-0=20 Concentrated Loads (lb) Vert: V=36 F . f 1 t ®WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AIII.7473 rev. 10/038015 BEFORE USE. ■■ Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 4el' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSIrTPi1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hell his CA 95 ' 1 1 � ' ®WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AIII.7473 rev. 10/038015 BEFORE USE. ■■ Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 4el' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSIrTPi1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hell his CA 95 Job Truss Truss Type Qty PlyWilson (loc) Udefl Ud K -S >999 240 K -S >999 180 J n/a n/a PLATES GRIP MT20 220/195 Weight: 248 Ib FT = 20% LUMBER- BRACING - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall TOP CHORD 2X4 DF No. 1&Btr G R50081253 0317-113 C17 California 1 1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. C-Q,C-P,I-K: 2X4 DF Stud/Std G WEBS 1 Row at midpt G -N 7777 Greenback Lane Job Reference (optional) Systems"PIUS Lumber Go, Anderson, GA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fn Mar 24 11:19:43 2017 Page 1 6-1-10 5-7-2 7-0-4 8-3-5 D -A-15 6$12 8.641 Scale = 1:75.1 5x6 = 6.00 12 F J I� 4x6 — 2x4 II 4x6 = 4x8 = 4x10 = 4x8 = 4x8 = ' 2x4 II 4x8 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TP12014 CSI. TC 0.45 BC 0.64 WB 0.83 Matrix -MSH DEFL. in Vert(LL) 0.09 Vert(CT) -0.27 Horz(CT) 0.04 (loc) Udefl Ud K -S >999 240 K -S >999 180 J n/a n/a PLATES GRIP MT20 220/195 Weight: 248 Ib FT = 20% LUMBER- BRACING - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except BOT CHORD 2X6 DF No.2 G 2-0-0 oc purlins (6-0-0 max.): G -H. WEBS 2X4 DF No. t&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. C-Q,C-P,I-K: 2X4 DF Stud/Std G WEBS 1 Row at midpt G -N 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek recommends that Stabilizers and required cross bracing Suite 109 be installed during truss erection, in accordance with Stabilizer Citrus Heights, CA 95610 Installation guide. REACTIONS. (Ib/size) J=1112/0-5-8, B=216/0-5-8, P=2203/0-5-8 Max Horz B=175(LC 12) Max Uplift J=246(LC 9), B=-84(LC 27), P=366(LC 8) Max Grant J=1112(LC 1), B=320(LC 19), P=2203(LC 1) FORCES. (lb) - Max. Comp./Max. Teri. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=91/417, C -E=115/812, E -F=548/221, F -G=-491/212, G -H=1049/357, H -I=-1274/356, I -J=1972/454 BOT CHORD B -Q=349/243, P -Q=-349/243, N -P=651/281, L -N=-33/823, K -L=307/1682, J -K=-307/1682 WEBS C -Q=0/259, C -P=530/176, E -P=1828/342, E -N=196/1373, G -N=-922/334, G -L=97/425, H -L=36/285, I -L=755/275, I -K=0/351 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q,�(OFESS/ON 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide) 9 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �� O 1E000 6) A plate rating reduction of 20% has been applied for the green lumber members. CO 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B except (jt=1b)O C 75435 0 rf1 J=246, P=366. ul W C M 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXP. 03/3112018 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 153 Ib down and 117 Ib up at 27-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. L P LOAD CASE(S) Standard OFCAUF March 24,2017 Co ti e o aria ® WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. f 0/0312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not HV 11• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing f\!9 iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 I r Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=60, F -G=60, G -H=-60, H -J=60, B -J=20 Concentrated Loads (lb) Vert: V=40 Job Truss Truss Type Qty Ply Wilson 850081253 0317-113 C17 California 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:43 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-j2Pj4BhvIAm90xwaHuz5Xug71Vp ussVlkniRPzXkfU ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AVI.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shorn, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorpoate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andior chord members only. Additional:emporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMIt Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 7777 Greenback Lane 1 1 Job Reference o tional 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:43 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-j2Pj4BhvIAm90xwaHuz5Xug71Vp ussVlkniRPzXkfU ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AVI.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shorn, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorpoate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andior chord members only. Additional:emporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMIt Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 7777 Greenback Lane Job Truss • Qty Ply Wilson a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall �Trtwfype building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R Ai1�®E.' UV R50081254 0317-113 C18 California 1 1 Job Reference lopiiionan systems r•lus Lumoer t;o, Anderson, (;A 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:44 2017 Page 1 I D: N Ndi—b9i 3sVn m5tZZgS Rslyw7ge-B Ez5HXIY W ruOe5Vmrb U K35DJ QvBBdJ2 eGOX FzrzXkfT r1.6.01 6-2-2 11-9-12 18-9-0 24-7-13 29-0-5 29-5-0 35.9-11 4211 44-0-0 1b-0 6-2-2 5-7-10 6.11-0 5-10.13 4_4 0�-15 6-0-7 6-8-5 1-6.0 Scale a 1:76.6 .5x6 = 6.00 12 F R U a -- .N - .M L 4x6 — 2x4 II 4x6 = 4x8 = 4x10 = 7x8 4x8 = 2x4 II 4x6 = 2 18.9-0 24-7-13 29-5-0 35-9-11 42�-0 2-2 56-10 0- -0 6 11-0 5-10-13 4-9-7 6 6-0-7 6-0-5 Plate Offsets (X,Y)— IG:0-2-12.0-2-81 IH:0-2-7,0-1-121 IJ:0-3-8 0-1-11 [N:0-4-0.0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.06 M >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.18 L -M >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(CT) 0.04 J n/a n/a BCDL 10.0 Code 1RC2015frP12014 Matrix -MSH Weight: 254 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except BOT CHORD 2X6 DF No.2 G 2-0-0 oc purlins (5-11-3 max.): G -H. WEBS 2X4 DF Stud/Std G 'Except BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. E-Q,E-0,F-0,G-O,G-M: 2X4 DF No.1&Btr G AIEBS 1 Row at midpt F-0, G-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=200/0-5-8, Q=2220/0-58, J=1201/0-5-8 Max Horz B=163(LC 12) Max Uplift B=-89(LC 27), Q=358(LC 8), J=-285(LC 9) Max Grav B=307(LC 19), Q=2220(LC 1), J=1201(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=62/453, C -E=111/846, E -F=521/225, F -G=497/202, G -H=-1198/385, H -I=-1431/385, I -J=2056/473 BOT CHORD B -R=-381/258, Q -P,=-3811258, 0-0=682/298, N-0=80/1088, M -N=80/1087, L -M=-323/1781, J -L=-323/1781 r WEBS C -R=0/253, C-0=525/178, E -Q=-1833/337, E -O=-194/1386, G -O=-1052/338, H -M=-46/338, I -M=-660/233, I -L=01301 NOTES- (10) ` 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. QRQFESSli 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. iii' 'TE 0 0 6) A plate rating reduction of 20% has been applied for the green lumber members. S9 P 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B except 0=1b)w LO C 75435 p m 0=358, J=285. 0 >J 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXP. 03/31/2018 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 153 Ib down and 117 Ib up at 29-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 0FCA0 March 24,2017 ® WARNING - Vartfy design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MJI-7473 rev. 10/0312015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R Ai1�®E.' UV is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 1� 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suae IOg e Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:44 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-BEz5HXIYWruOe5VmrbUK35DJQvB8dJ2eGOXFzrzXkrr LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-F=-60, F-G=-60, G-H=-60, H-K=-60, B-J=20 Concentrated Loads (lb) Vert: W=40 Job Truss Truss Type Qty Ply Wilson ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI -7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 850081254 0317-113 C18 California 1 building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing is for p oyy lT®k• Job Reference o tional Citrus Heights, CA 95i ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI -7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing is for p oyy lT®k• always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTP11 Quality Crtterla, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 7777 Greenback Lane Suite 109 Citrus Heights, CA 95i Job,Truss Truss Type Qty Pty Wil a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 R50081255 0317-113 ' C19 Cal'ifomia 1 1 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Citrus Heights. CA 95610 Vert(CT) -0.19 N -P >999 180 Job Reference o tionalson ayStemS r-1US LUmDer %,0, Anaerson, L.A r1$-0, 6-2-2 1.6-0 6.2-2 f 11-9-1218-9-0 5-7-10 6-11-4 6.00 12 7-10-13 5x6 = F 6.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:45 2017 'nm5tZZq S Rslyw7ge-fQX U UtmBH nOtFF4zPJ?ZcJiR PJY7M 13n V2Gp1 3i 1.0-5 31� 5-0 36.9-11 42.641 S 4 4 8 0-0 15 5 4-7 5 8-5 1-6-0' Scale = 1:76.6 0 a H r N M L 4x6= 2x4 II 4x6 = 4x8 = 4x12 = 4x8 = 2x4 II 4x8 = 2x4 II - 4x6 — Plate Offsets (X Y)— IG:0-2-120-2-81 IH:0-2-7 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.06 M -N >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Citrus Heights. CA 95610 Vert(CT) -0.19 N -P >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.04 J n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MSH Weight: 249 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4.5-14 oc purlins, BOT CHORD 2X6 DF No.2 G - except WEBS 2X4 DF Stud/Std G 'Except' 2-0-0 oc purlins (5-7-5 max.): G -H. E-R,E-P,F-P,G-P: 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. WEBS 1 Row at midpt F -P, G -P MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=177/0.5-8, R=2249/0-5-8, J=1194/0-5-8 Max Horz B=-163(LC 9) Max Uplift B=-89(LC 27), R=356(LC 8), J=285(LC 9) Max Grav B=292(LC 19), R=2249(LC 1), J=1194(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=71/502, C -E=116/901, E -F=500/219, F -G=-508/183, G -H=1344/403, H-1=1578/413, I -J=2090/483 BOT CHORD B -S=-424/265, R -S=-424/265, P -R=733/307, N -P=166/1378, M -N=168/1375, L -M=342/1822, J -L=342/1822 WEBS C -S=0/256, C -R=-532/178, E -R=1867/332, E -P=202/1432, G -P=1232/386, G -N=0/263, H -M=-78/429, I -M=543/193, I -L=0/251 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B except Ot=lb) R=356, J=285. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 153 Ib down and 117 Ib up at 31-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Conlijbuesgn.paq `o" O TEOp0 '<F'G� „� w C 75435 0Mn MM EXP. 03/31/2018 CAL\r"' March 24.2017 & WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MM -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is N1iTek- always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 7777 Greenback Lane Suite 109 Citrus Heights. CA 95610 Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:45 2017 Page 2 ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-fQXUUtmBHnOtFF4zPJ7ZcJIRPJY7Ml3nV2Gp WlzXkfS LOAD CASE(i) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=-60, F -G=60, G -H=-60, H -K=-60, B -J=20 Concentrated Loads (lb) Vert: X=40 Job Truss Truss Type Qty Ply Wilson 850081255 0317-113 C19 California 1 1 Job Reference (optional) ® WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI -7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' q EE�� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 'y'ITe R, fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suhe 109 _-_.. Chrus Helants. CA 95 Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:45 2017 Page 2 ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-fQXUUtmBHnOtFF4zPJ7ZcJIRPJY7Ml3nV2Gp WlzXkfS LOAD CASE(i) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=-60, F -G=60, G -H=-60, H -K=-60, B -J=20 Concentrated Loads (lb) Vert: X=40 Job Truss Truss Type Qty Ply Wilson 850081255 0317-113 C19 California 1 1 Job Reference (optional) ® WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI -7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' q EE�� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 'y'ITe R, fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suhe 109 _-_.. Chrus Helants. CA 95 Job Truss Truss Type Qty Ply Wilson always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 850081256 0317-113 C20 California 1 1 Job Reference o tional bystems Plus Lumber co, Anderson, UA 8.100 s Jan 9 2017 MiTek Intlustries, Inc. Fn Mar 24 11:19:46 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-7d5siDnp258ktOf9yOWo8WIfQiuA5CmxjiOM2kzXkfR 1E-0 62-2 11-9-12 18-9-0 23.8-7 28-7-13 33-0-5 - 33 5-0 37-9-11 42.6-0 -0.0 1 6 0 62-2 5 7-10 611-0 4-11-7 4-11-7 4 4 8 15 4 4-7 4$-5 1-6-0 Scale = 1:76.6 6.00 12 S R —; P _ .. M 4x6 = .2x4 II 4x6 = 4x8 = 6x8 = 4x6 4x8 = 4x6 = - 4x8 = $-012 62-2 5.610 0- -0 6111 7-3.0 7-54 9-0-� Plate Offsets (X,Y)— - 11:0-2-7,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEF L. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.07 M -N >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.23 M -W >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.04 K n/a n/a BCDL 10.0 Code IRC20157TP12014 Matrix -MSH Weight: 250 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&BtrG TOP CHORD Structural wood sheathing directly applied or 4-65 oc purlins, except BOT CHORD 2X6 DF No.2 G 2-0-0 oc purlins (5-1-0 max.): H -l. WEBS 2X4 DF Stud/Std G -Except' BOT CHORD Rigid ceiling directly applied or 60-0 oc bracing. E-R,E-P,F-P,G-P: 2X4 DF No.1&BV G WEBS 1 Row at midpt F -P, G -P FFMiTek recommends that Stabilizers and required cross bracing .installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=12610 -5 -8,R=2326/0 -5-8,K=1198/0-5-8 Max Horz B=163(LC 12)' Max Uplift B -125(1_C 20), R=-368(LC 8), K=-292(LC 9) Max Grav B=263(LC 19), R=2326(LC 1), K=1198(LC 1) FORCES. (lb) - Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=110/617, C -E=135/1011, E -F=-446/201, F -G=413/190, G -H=1389/377, 1-1-1-1540/427, I -J=1782/442, J -K=2068/532 BOT CHORD B -S=527/301, R -S=527/301, P -R=830/339, N -P=-29/884, M -N=263/1664, K -M=396/1831 WEBS C -S=0/255, C -R=-526/177, E -R=1945/346, E -P=-218/1489, G -P=993/343, G -N=-217/967, H -N=916/320, I -M=-70/482, J -M=327/186 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OFESS/ 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-60 tall by 1-0-0 wide Qp� will fit,between the bottom chord and any other members, with BCDL = IO.Opsf. Q� Q T EODp F 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) O C 75435 0m B=125, R=368, K=292. U w C rn 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXP. 0313112018 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 Ib down and 138 Ib up at {r 33-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. a�Q LOADCASE(S) Standard FOFCAI.IF March 24,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7479 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters end property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply Wilson R50081256 0317-113 C20 California 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=60, F -H=-60, H-1=60, I -L=60, B -K=20 Concentrated Loads (lb) Vert: X=70 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:47 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-cpeEvZoRpOGbVYELWj2lhkrgA6EPgf04yMlvaA2XkfO ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 6V1.7473 rev. 101031201S BEFORE USF- Design SE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCS] Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. r MiTek' 7777 Greenback Lane Job Truss Truss Type Qty Ply Wilson ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI11 Quality Criteria, DSB-89 and SCSI Building Component R50081257 0317-113 C21 California 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 S Jan 9 2017 MiTek IncluStnes, Inc. Fn Mar 24 11:19:48 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-47Cc7vp3aiOS6ipY4RZGExN IWYzZ4hEBOVr6dzXkfP r1$-0 6 1-10 11$ 12 18-9-0 24$-7 30-7-13 35-0-5 35,54 42.6-0. 44-M r1$-0 6-1-10 5-7-2 7-04 I 5-11-7 5-11-7 44$ 0 15 7-0-12 1-6-0� 5x6 = 6.00 12 Scale = 1:76.6 R Q ` O N M L _ 4x6= 2x4 II 4x6 = 4x8 = 6x8 = 7x8 = / 2x4 II - 4x4 = 4x6 '6-1-10 it-10 11$-12 16.9-0 24$-7 30-7-13 35-54 6 1-10 5-7-2 7-0-4 5-11-7 5-11-7 4-9-7 7-0-12 Plate Offsets (X Y)— 11-1:0-2-12.0-2-81, 11:0-2-7.0-1-121[J:0-10-O.Edael, IN:0-3-0,0-4-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.08 M >999 240 MT20 220/195 TCDL 10.0 Lumber DOL. 1.15 BC 0.53. Vert(CT) -0.26 M -N >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.04 J n/a n/a BCDL 10.0 Code IRC2015lrP12014 Matrix -MSH Weight: 247 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.t&Btr G, _ TOP CHORD . , Structural wood sheathing directly applied or 4-1-11 oc purlins, BOT CHORD 2X6 DF No.2 G except WEBS 2X4 DF Stud/Std G *Except* 2-0-0 oc purlins (4-11-11 max.): H -l. E-Q,E-0,F-0,G-O: 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt F-0, G-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss -erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) B=83/0-5-8, Q=2378/0-5-8, J=1175/0-5-8 Max Horz' B=163(LC 8) Max Uplift B=-167(LC 20), Q=-359(LC 8); J=-288(LC 9) Max Grav B=238(L•C 19), 0=2378(LC 1), J=1175(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-121/710, C -E=135/1108, E -F=389/196, F -G=375/179, G-1-1=1158/299, 1-1-1=1682/458, I -J=1961/466 BOT CHORD B -R=611/310, Q -R=611/310, 0-0=916/349, N -O=-57/989, M -N=355/20511 L -M=358/2049, J -L=-304/1679 WEBS C -R=0/251, C -Q=-525/178, E -Q=-1992/342, E-0=222/1535, G-0=1077/347, G -N-117/739, H -N=-1233/343, H -L= -453/115,1-L=-51/498 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.Bpsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. QROFESS/O� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �J T EOQ q<<c 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �Q Q Q 2 . will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) A plate rating reduction of 20% has been applied for the green lumber members. O C 75435 0r" 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) U.1w C rn B=167, Q=359, J=288. EXP. 0313112018 8) Graphical purlin representation does not depictthe size or the orientation of the purlin along the top and/or bottom chord. * , {r 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 169 lb down and 128 Ib up at 35-0-6 on top chord. The design/selection of such connection device(s) is the responsibilfly of others. II 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. FOF CALIF i LOAD CASE(S) Standard • March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE IBIi-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall i•�` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109_ Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:48 2017 Page 2 I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-47Cc7vp3aiOS6ipY4RZGExN_I WYzZ4hEBOV r6dzXkfP LOAD CASE(S) 'Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (ptf) Vert: A -F=-60, F -H=-60, H-1=60, I -K=-60, B -J=-20 Concentrated Loads (lb) Vert: W=56 Job Truss Truss Type Oty Ply Wilson 850081257 0317-113 C21 California_ 1 1 Job Reference (optional) t ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 101032015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 Quality Criteria, DSB-89 and BCS, Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiT®k' 7777 Greenback Lane Suite 109 Citrus Heights. CA 95 Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:48 2017 Page 2 I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-47Cc7vp3aiOS6ipY4RZGExN_I WYzZ4hEBOV r6dzXkfP LOAD CASE(S) 'Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (ptf) Vert: A -F=-60, F -H=-60, H-1=60, I -K=-60, B -J=-20 Concentrated Loads (lb) Vert: W=56 Job Truss Truss Type Oty Ply Wilson 850081257 0317-113 C21 California_ 1 1 Job Reference (optional) t ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 101032015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 Quality Criteria, DSB-89 and BCS, Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiT®k' 7777 Greenback Lane Suite 109 Citrus Heights. CA 95 Job Truss Truss Type Ory PIy Wilson 850061258 0317-113 C22 California Girder 1 Job Reference (optional) 1 6.1-10 11$-1: �,' 6 1-10 5-7-2 6.00 12 o.1 uu s Jan y ZU1 I MI I eK Industries, Inc. I -n Mar 24 11:19:49 2017 Pape 1 7.04 6-11-7 6-11-7 4-0-8 0-4-15 5-0-12 5x6 = F Scale = 1:76.6 S rc r N M L 4x5 = 2x4 11 , 4.4 = 4x8 4.10 = 4x4 = 2x4 11 6x6 = 4x5 = 4x8 = 6.1-10 11-8-12 18-9-0 2" 7 32-7-13 7.5-4 4 •6-0 111-10 57-2 7-04 6-11-7 6.11-7 4-9-7 5-0-12 Plate Offsets (X.Y)— [H:0-2-12 0-2-81, [I:0 -2-7,0-1-12L [L:0 2-12 0 4 41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.10 M >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.29 M -N >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.04 J n/a I n/a BCDL 10.0 Code IRC2015rrPI2014 Matrix -MSH LUMBER- BRACING - TOP CHORD 2X4 DF No. 18Btr G TOP CHORD BOT CHORD 2X6 DF No.2 G WEBS 2X4 DF Stud/Std G 'Except BOT CHORD E-R,E-P,F-P,G-P: 2X4 DF No.18Btr G REACTIONS. (Ib/size) 13=374/0-5-8, R=3272/0.5-8, J=2354/0-5-8 Max Horz B=163(LC 31) Max Uplift B=-622(LC 20), R=-543(LC 8), J=582(1_C 9) Max Grav B=148(LC 9), R=3272(LC 1), J=2354(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-375/1735, C -E=355/2132, E -F=-286/261, F -G=276/238, G -H=1499/364, H -I=-4153/1068, I -J=-4677/1161 BOT CHORD B -S=-1527/537, R -S=1527/537, P -R=-1833/576, N -P=141/1273, M -N=931/4287, L -M=935/4283, J -L=-951/4149 WEBS C -R=-522/179, E -R=-2881/561, E -P=-438/2404, F -P=369/80, G -P=-1663/500, G -N=-214/1223, H -N=-3188/836, H -L=-920/612, I -L=349/1764 PLATES GRIP MT20 220/195 Weight: 488 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): H -I. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (12) 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: 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.Bpsf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (it=1b) 13=622, R=543, J=582. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 Ib down and 125 Ib up at 37-0-6 on top chord, and 1506 Ib down and 406 Ib up at 37-7-9, and 50 Ib down at 38-8-12, and 40 Ib down at 40-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1 010 312 0 1S BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. March 24,2017 MiTek' 7777 Greenback Lane Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=-60, F -H=-60, H-1=60, I -K=-60, B -J=-20 Concentrated Loads (lb) Vert: L=1506(8) X=117(B) Z=30(B) AA= -19(B) 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:49 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-YCm_KFphLOWJks0ke84Vm9wBTwwglchNOgEOf3zXkfO eOty � r Ply Wlson robTruss Fruss R50081258 17-113 C22 Girder 1 2 Job Reference o tional Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=-60, F -H=-60, H-1=60, I -K=-60, B -J=-20 Concentrated Loads (lb) Vert: L=1506(8) X=117(B) Z=30(B) AA= -19(B) 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:49 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-YCm_KFphLOWJks0ke84Vm9wBTwwglchNOgEOf3zXkfO y Nt t 7 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. f 0/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and property incorporate this design into the overall pp�p building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing Ilyd iT®k• is akvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95 � r y Nt t 7 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. f 0/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and property incorporate this design into the overall pp�p building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing Ilyd iT®k• is akvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95 Job Truss Truss Type City Ply Wilson 1.15 TCDL 10.0 Lumber DOL 1.15 850081259 0317-113 DOI California Girder 1 10.0 Code IRC2015/TPI2014 WB 0.15 Horz(CT) 0.06 H n/a Job Reference o tional Systems Plus Lumber Co, Anderson, CA Z 1-" ' 3-11-5 3-7-7 5x8 = 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:51 2017 3-2-5 3-2-5 0-4-15 3-7-7 3-8-5 2.4 11 5x8 = Scale = 1:40.3 3x5 —_ 2x4 II 3x4 4x8 = 3x4 = 2x4 II 4x4 3x4 = i 3-11-5 7.6-12 11-2-0 14-9� 18-4-11 22-1-0 3-11-5 3-7-7 3-7-0 3-7-03-8-5 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IRC2015/TPI2014 CSI. DEFL. in (loc) I/deft Ud TC 0.16 Vert(LL) -0.04 K >999 240 BC 0.34 Vert(CT) -0.15 K -M >999 180 WB 0.15 Horz(CT) 0.06 H n/a n/a Matrix -MSH Citrus Heights, CA 95610 LUMBER- BRACING - TOP CHORD 2X4 DF No.413tr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) H=1744/Mechanical, B=1821/0-3-8 Max Horz B=86(LC 8) Max Uplift H=-317(LC 9), B=351 (LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-3421/629, C -D=2902/529, D -E=2977/609, E -F=2977/609, F -G=-2856/526, G -H=-3263/611 BOT CHORD B -N=-577/3017, M -N=-577/3017, K -M=430/2582, J -K=-389/2556, I -J=500/2854, H-1=500/2854 WEBS C -N=-42/378, C -M=-485/167, D -M=7/532, D -K=220/650, E -K=-613/414, F -K=-222/687, F -J=0/479, G -J=-335/148, G -I=-34/304 PLATES GRIP MT20 220/195 Weight: 216 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): D -F. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (13) 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 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.Bpsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) H=317, B=351 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �QFtOFESS/ON9 TEODCs��cy Go' C 75435 c m EXP. 03/31/2018 lb March 24,2017 Co f U, aa, ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Crherla, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Wilson R50081259 0317-113 D01 � California Girder 1 2 _ Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:5120117 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-UaulllmcsdnlzAX61Z6zra?ZfjcdmeNgtj7jyzXkfM NOTES- (13) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 Ib down and 71 Ib up at 7-878, 152 Ib down and 171 Ib up at 10-0-12,152 Ib down and 175 Ib up at 11-2-0, and 152 Ib down and 171 Ib up at 12-3-4, and 107 Ib down and 71 Ib up at 14-7-8 on top chord, and 72 Ib down at 2-0-12, 286 Ib down and 112 Ib up at 4-0-12, 97 Ib down at 6-0-12, 107 Ib down at 8-0-12, 109 Ib down at 10-0-12, 109 Ib down at 11-2-0, 109 Ib down at 12-3-4, 107 Ib down at 14-3-4, 97 Ib down at 16-3-4, and 286 Ib down and 112 Ib up at 18-3-4, and 72 Ib down at 20-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 - — Uniform Loads (plf) Vert: A -D=-60, D -F=-60, F -H=-60, O -R=-20 Concentrated Loads (lb) Vert: D=39 F=-39 L=81 (B) N=286(6) E=152 K=83(6) 1=286(B) U=152 V=-152 W= -36(B) X= -60(B) Y=83(13) Z=83(B) AA= -81(B) AB=60(B) AC=36(6) t U ® WARNING - Verlify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010912015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall MT building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �y9 iT®k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information .available from Truss Plate Institute, 219 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95 Job Truss Truss Type Qty Ply Wilson CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 850081260 0317-113 D02 California Girder 1 1 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.14 J -L >999 180 BCLL 0.0 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 11 1-641 4-11-5 4-7-7 5x8 = 8.100 s Jan 9 2017 MiTek Industries, Inc. Fn Mar 24 11:19:52 2017 Page 1 2-4-10 01445 4-7-7 4-8-5 4x4 Scale = 1:39.3 3x5 = 2x4 II 3x8 = 3x4 = 3x8 = 2x4 II ' 4x4 = ' 4-11-5 4-7-7 3-2-8 4-7-7 4-8-5 Plate Offsets (X Y)— IB:0-0-4,0-0-01,[D:04-0 0-1-41 Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, nota LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.04 J >999 240 7777 Greenback Lane MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.14 J -L >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.06 G n/a n/a BCDL 10.0 Code IRC2015ITP12014 Matrix -MSH Weight: 105 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except BOT CHORD 2X4 DF No. 1&Btr G 2-0-0 oc purlins (6-0-0 max.): D -E. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) G=938/Mechanical, B=1034/0-3-8 Max Horz B=102(LC 8) Max Uplift G=-237(LC 9), B=274(1 -C 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1729/452, C -D=1334/409, D -E=1115/389, E -F=-1308/400, F -G=-1671/440 BOT CHORD B -L=426/1500, J -L=-426/1500, I -J=302/1141, 1-1-1=340/1440, G -H=340/1440 WEBS C -J=-406/169, D -J=-44/293, E-1=38/323, F -I=-382/176 NOTES- (11) ' 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.Bpsf; BCDL=4.8psf; i=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) (QFESSlnN9 . G=237, B=274. 9) Graphical representation does not depict the or the orientation of the along the top and/or bottom chord. oQ ! ' TEOD FC purlin size purlin 10) Hanger(s) device(s) be to load(s) �Q� S� or other connection shall provided sufficient support concentrated 106 Ib down and 136 Ib up atCIDQ� C 9-8-8, and 32 Ib down and 52 Ib up at 11-2-0, and 98 Ib down and 136 Ib up at 12-4-6 on top chord. The design/selection of such' & Q C 75435 C 1 m connection device(s) is the responsibility of others. Lu w C rn 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. EXP. 03131/2018 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber. Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) �QFCAL* Vert: A -D=-60, D -E=60, E -G=-60, M -P=-20 March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, nota truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing nl6iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type I Ory Ply Wilson 850081260 0317-113 D02 California Girder 1 1 ' Job Reference (optional) Systems Plus Lumber Co, Andersoni , CA ' LOAD CASE(S) Standard Concentrated Loads (lb) Vert: D=58 T=-58 4 4 r , 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:52 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-ynS7yGsadxvubJ6JJHdCOnYjm7zaV4gp6eTgFOzXkfL WARNING . Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE W-7473rev. 1010312015 BEFORE USE. M Design valid for use only with TeW connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' t I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the WV fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 imus Heights, CA 95610 ,ty.r r f Job Truss Truss Type Qty PlyWilson 20.0 Plate Grip DOL 1.15 TC 0.28 TCDL 10.0 R50081261 0317-113 D03 Scissor 1 1 YES WB 0.63 BCDL 10.0 Code IRC2015/TPI2014 Matrix -MSH Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:52 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-ynS7yGsadxvubJ6JJHdCOnYiR7wZV_7p6eTgFOzXkfL 5-10.15 11-2-0 16-5-1 22-1-0 1 6 0 5-10-15 5-3-1 5-3-1 5-7-15 �P Scale = 1:40.3 4x6 11 5-10-15 11-2-0 16-5-1 22-1-0 5-10-15 531 5-3-1 5-7-15 LOADING (psf) SPACING -2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 TCDL 10.0 Lumber DOL 1.15 BC 0.49 BCLL 0.0 Rep Stress Incr YES WB 0.63 BCDL 10.0 Code IRC2015/TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X6 DF No.2 G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) B=976/0-5-8, F=880/0-2-8 Max Horz B=117(LC 8) Max Uplift B=180(LC 8), F=143(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2808/470, C -D=2017/263, D -E=2016/282, E -F=2737/382 BOT CHORD B -I=-461/2548, H-1=-463/2557, G -H=290/2489, F -G=290/2474 WEBS D -H=-137/1430, E -H=715/294, C -H=769/288 4x6 ZZ DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.12 H -I >999 240 MT20 220/195 Vert(CT) -0.38 H -I >698 180 Horz(CT) 0.25 F n/a n/a Weight: 105 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins. EOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind:'ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) B, F 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) F. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) B=180, F=143. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. March 24,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not ���• a truss system. Before use, the building designer must verify the applicability of design parameters and property irco orate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ni iT®k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Ouallty Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hal his, CA 95610 Job Truss Truss Type Qty PlyWilson building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-99 and BCSI Building Component R50081262 0317-113 D04 Roof Special 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA -1.614) , 5-10-15 1-64) 5-10.15 4-9-9 44 = 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:53 2017 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-OzOVAcsCOE11DThVt 8Rx75r9XGwESrzLICE 12 16-5-12 22-1-0 5-5-0 4x4 = 5-7-4 Scale = 1:40.2 4x6 = 2x4 LOADING (psf) SPACING- 2-0A CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL- 1.15 TC 0.41 Vert(LL) -0.10 I -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.32 I -J >830 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.19 G n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MSH Weight: 122 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins, BOT CHORD 2X6 DF No.2 G except end verticals, and 2-0-0 oc purlins (4-7-0 max.): D -F. WEBS 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=971/0-58, G=874/0-2-8 Max Horz B=209(LC 5) Max Uplift B=174(LC 8), G=185(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=2780/447, C -D=-2002/375, D -E=1890/370, E -F=-1010/187, F -G=-826/211 BOT CHORD B -J=-510/2521, I -J=-513/2523, 1-1-1=281/1050 WEBS C -I=-700/267, D-1=69/616, E-1=200/967, E -H=-824/277, F -H=-269/1217 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) B, G considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.OFESS/ 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) G. �OQR ON9` 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=lb) �Q Pe�� T EODOs�F� B=174, G=185. (� 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.O C 75435 0 R7 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. uJ w C rn EXP. 03131/2018 OFC March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11671-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-99 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply Wilson (loc) I/deft Ud TCLL 20.0 Plate Grip DOL R50081263 0317-113 DOS Roof Special 1 1 240 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:54 2017 Page 1 I D: N N di_b9i3sVnm5tZZgS Rslyw7ge-v9ZtNytg9Y9bgdGhQiggTCdzl xcl zu06Zyyn KGzXkfJ 5-10-15 12-8-8 12- 11r11 -0- 22-1-0 t 1i'i-0 5-10-15 6-9-9 0-3-3 417-1-213 5-0-3 5x8 = 2x4 11 D 3X6 = Scale = 1:43.2 LOADING (psf) SPACING -2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.10 I -J >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.31 I -J >862 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.18 G n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix -MSH LUMBER BRACING - TOP CHORD 2X4 DF No.18Btf G TOP CHORD BOT CHORD 2X6 DF No.2 G WEBS 2X4 DF Stud/Std G , BOT CHORD REACTIONS. (Ib/size) G=874/0-2-8, B=971/0-5-8 Max Horz B=245(LC 5) Max Uplift G=-193(LC 5), B=199(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2814/601, C -D=1926/354, D -E=711/154, E -F=-703/151, F -G=-834/213 BOT CHORD B -J=617/2573, I -J=621/2582, H-1=350/1198 WEBS C-1=874/358, D-1=195/1181, D -H=716/210, E -H=346/155, F -H=226/991 2X4 II PLATES GRIP MT20 220/195 Weight: 128 Ib FT = 20% Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): D -F. Rigid ceiling directly applied or 9-11-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) G, B 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) G. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except cit=1b) G=193, B=199. 10) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 Ib down and 98 Ib up at 12-9-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 /Q,�OFESS/put �Q�� TEOp0sF� LU C, 75435 c. m X EXP 1/2018 ,yT OF CALF March 24,2017 M22 a aoe ® WARNING - V hfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03!2016 BEFORE USE. R Design valid for use only with MITek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a• a thus system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* �4e1.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M 7 R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89'and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 223,4. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Wilson , ' R50081263 0317-113 D05 Roof Special 1 1 . Job Reference e o tional Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) `Standard Uniform Loads (plf) Vert: A -D=60, D -F=-60, 1-K=20, G -I=-20 w 8.100 s Jan 9 2017 MTek Industries, Inc. Fri Mar 24 11:19:54 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-v9ZtNytg9Y9bgdGhQiggTCdzlxclzu06ZyynKGzMJ ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE 01.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not [ • a truss system. Before use. the building designer must verity the applicability of design parameters and properly R incorporate this design into the overall m{� qq building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing tyy iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM111 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job Truss Truss Type Qty PlyWilson Plate Grip DOL 1.15 TC 0.61 TCDL 10.0 Lumber DOL 1.15 R50081264 0317-113 D06 ROOF SPECIAL 1 1 Code IRC2015/TPI2014 Matrix -MSH LUMBER - 7) Bearing at joint(s) G, B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify TOP CHORD 2X4 DF No.t&Btr G Job Reference o tional Systems Plus Lumber Co, Anderson; CA 8.100 s Jan 9 2017 MTek Industries, Inc. Fri Mar 24 11:19:55 2017 Pagel I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-NM7FbIuSwsHSSnrt1_PBvOQA8bLyRiLtGochKsjzXkfl 5-10-15 11-2-0 14-6-12 14�11r11 22-1-0 1 6 0 5-10-15 531 3.4-12 0.4-15 7-1-5 4x6 = 4x6 = ' J.VV I IG v 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 TCDL 10.0 Lumber DOL 1.15 BC 0.47 BCLL 0.0 Rep Stress Incr YES WB 0.57 BCDL 10.0 Code IRC2015/TPI2014 Matrix -MSH LUMBER - 7) Bearing at joint(s) G, B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify TOP CHORD 2X4 DF No.t&Btr G ()FESS/ ONgI 8) Provide mechanical connection (by others) of truss to bearing plate at joirit(s) G. BOT CHORD 2X6 DF No.2 G 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except O=1b)��Q G=157, B=170. cry 6- WEBS 2X4 DF Stud/Std G *Except* Q O purlin size or orientation of purlin along and/or chord.rD F-G,F-H: 2X4 DF No. 1&Btr G 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 Ib down and 52 Ib up at � w C rn REACTIONS. (Ib/size) G=874/0-2-8, B=971/0.5-8 Max Hoa B=294(LC 8) Max Uplift G=157(1 -C 5), B=170(LC 8) DEFL. in (loc) Well Ud Vert(LL) -0.10 1-J >999 240 Vert(CT) -0.31 1-J >846 180 Horz(CT) 0.18 G n/a n/a Scale = 1:47.5 PLATES GRIP. MT20 220/195 Weight: 130 Ib FT.= 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-6 max.): E -F. BOT CHORD Rigid ceiling directly applied or 8-11-7 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer sta latioguide, FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=2794/603, C -D=-1968/420, D -E=-969/189, E -F=-836/189, F -G=-812/186 BOT CHORD B -J=-765/2536, I -J=-767/2537, 1-1-1=-496/1748 WEBS C -I=-755/264, D-1=289/1134, 13-1-1=1275/425, F -H=-228/1003 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.Bpsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide .will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) G, B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ()FESS/ ONgI 8) Provide mechanical connection (by others) of truss to bearing plate at joirit(s) G. Hopi TEOD�� 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except O=1b)��Q G=157, B=170. cry 6- 10) Graphical representation does not depict the the the the top bottom Q O purlin size or orientation of purlin along and/or chord.rD C 75435 n "' 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 Ib down and 52 Ib up at � w C rn 14-11-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. EXP. 03/3112018 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. *- LOAD CASE(S) Standard Q T9T \ 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 FOF CAU. March 24,2017 C ti a 11 Dail , ®wARN1NG - Veft design peramefers and READ NOTES ON THIS AND INCLUDED mrrEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall T� p� / 1• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addhional temporary and permanent bracing 'yp i I�k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPH Quality Crherla, DS849 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Wilson ' 1250081264 0317-113 D06 ROOF SPECIAL 1 1 Job Reference o tional Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard' Uniform Loads (pff) Vert: A -E=-60, E -F=-60, I -K=20, G -I=-20 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:55 2017 Page 2 I D: N Ndi_b9i 3sVnm5tZZq S Rslyw7ge-NM7 Fb l u SwsH S Snru_PBvOQA8bLyRi LtGoch Ksj zXkfl o 4 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MtTek® connectors. This design Is based only upon parameters shown, and is for an individual building component. not e truss system. Before use, the building designer must verify the applicability of design parameters and property inco rate this design into the overall HV H q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �yO fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Helahts, CA 95611 Job Truss Truss Type Qty Ply Wilson 1.15 TCDL10.0 BC 0.50 Lumber DOL 1.15 850081265 0317-113 D07 CALIFORNIA 1 1 Code IRC2015/TP12014 7) Bearing at joint(s) B, I considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Max Horz B=321 (LC 8) capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing at joint(s) I.E�� q� T Max Uplift B=200(LC 8), 1=-361(LC 8) Job Reference o lional Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:56 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-rYheoev4h9PJ4xQ4Y618YdjP6klERh_P1GRuP9zXkfH y 22-1-0 -150 510.15 11-2-0 16.6.12 16.1111 20.6-5 20-9-8 150 510.15 S31 5-0-12 0.4-15 3510 0.3 1-38 $Ip 5x8 = 2x4 11 Scale = 1:50.4 4x6 = 3.00112 4x8 i 5-10-15 11-2-0 16b-12 22-1-0 5-10-15 5-3-1 5�-12 5�'i4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL10.0 BC 0.50 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IRC2015/TP12014 CSI. DEFL. in (loc) I/defl Ud TC 0.24 Vert(LL) 0.12 K -L >999 240 BC 0.50 Vert(CT) -0.34 K -L >780 180 WB 0.96 Horz(CT) 0.21 1 n/a n/a Matrix -MSH 7) Bearing at joint(s) B, I considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Max Horz B=321 (LC 8) LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X6 OF No.2 G 3) Provide adequate drainage to prevent water ponding. WEBS 2X4 OF No.1 &Btr G 'Except* BOT CHORD 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide C-L,C-K,E-K,F-J: 2X4 OF Stud/Std G WEBS REACTIONS. (Ib/size) B=1014/0-5-8,1=1172/0-2-8 7) Bearing at joint(s) B, I considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Max Horz B=321 (LC 8) capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing at joint(s) I.E�� q� T Max Uplift B=200(LC 8), 1=-361(LC 8) 0 JPO FORCES. , (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. �� TOP CHORD B -C=-2959/748, C -E=2183/586, E -F=-794/206 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BOT CHORD B -L=-924/2685, K -L=-926/2688, J -K=-682/1962, I -J=218/667 EXP. 03131!2018 WEBS C -K=700/250, E -K=354/1262, E -J=1580/561, F -J=174/782, F -I=-1073/352, responsibility of others. G-1=-433/183 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. PLATES GRIP MT20 220/195 Weight: 148 Ib FT = 20% Structural wood sheathing directly applied or 3-8-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): F -G. Rigid ceiling directly applied or 8-1-12 oc bracing. 1 Row at midpt F -I MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. ■■■ 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; enclosed; ��• MWFRS (envelope) gable end zone; cantilever left exposed; end vertical left expcsed; Lumber DOL=1.33 plate grip DOL=1.33 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. iviiTek' 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPN Quality Criteria, OSB -89 and BCSI Building Component will fit between the bottom chord and any other members. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) B, I considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify QRpFESS/�� capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing at joint(s) I.E�� q� T plate 0 JPO 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) �� B=200, 1=361. 0 o C 75435 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. uu w c 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 169 Ib down and 160 Ib up at EXP. 03131!2018 16-8-8, and 219 Ib down and 176 Ib up at 20-6-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 6 T LOAD CASE(S) Standard FICA1� VA March 24,2017 Oxo = C ti ug_ a. ® WARNING- Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. ■■■ Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPN Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Carus Heights, CA 95610 Job Truss Truss Type , Qty Ply Wilson Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not met 850081265 0317-113 ` D07 � CALIFORNIA 1 1 building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing NiiT®k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Job Reference (optional) Systems. Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:56 2017 Page 2 ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-rYheoev4h9PJ4xQ4Y6i8YdjP6klERh P1GRuP9zXkfH LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) f Vert: A -F=60,. F -G=-60, G -H=60, K -M=-20, I -K=-20 ' Concentrated Loads (lb) Vert: F=123 P=219 r ' • r ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not met a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing NiiT®k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hal Ms, CA 95 Job Truss Truss Type Qty DEFL. in (loc) Vdefl L/d TC LL20.0 �pty�Wilson 850081266 0317-113 D08 SCISSORS 3 1 240 TCDL 10.0Lumber DOL 1.15 BC 0.48 Vert(CT) Job Reference (optional) Systems Plus Lumber Co, . Anderson, CA . 8.100 s Jan 9 2017 MiTek Industries, Inc. Fn Mar 24 11:19:56 2017 Nage 1 ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-rYheoev4h9PJ4xQ4Y6i8YdjMSkldRhoP 1 GRuP9zXkfH 16-0 510.15 11-2-0 18-9-0 22-1-0 16-0 5-10-15 5-3-1 7-7-0 34-0 I g� 4x8 = 6.00 12 E Scale = 1:56.1 vxc _ 3.00 12 4x4 5-10-15 11-2-0 16-5-12 22-1-0 5.10-15 5-3-1 5-3-12 5-7� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TC LL20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) 0.11 I -J >999 240 TCDL 10.0Lumber DOL 1.15 BC 0.48 Vert(CT) -0.31 I -J >841 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.19 G n/a n/a BCDL 10.0 Code IRC2015ITP12014 Matrix -MSH LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G ( TOP CHORD BOT CHORD 2X6 OF No.2 G WEBS 2X4 OF No.1&Btr G *Except' BOT CHORD C-J,C-1,D-I: 2X4 OF Stud/Std G WEBS REACTIONS. (Ib/size) B=971/0-5-8, G=874/Mechanical Max Horz B=340(LC 8) Max Uplift B=-168(LC 8), G=212(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2772/628, C -D=2022/484, D -E=-674/133 BOT CHORD B -J=-834/2512, I -J=-834/2511, H-1 03/1788, G -H=92/314 WEBS C -I=-665/215, 0-1=310/1170, 13-1-1=1571/570, E -H=-183/787, E -G=-889/266 PLATES GRIP MT20 220/195 Weight: 139 Ib FT = 20% Structural wood sheathing directly applied or 3-9-10 oc purlins, except end verticals. Rigid ceiling directly applied or 8-6-11 oc bracing. 1 Row at midpt F -G, E -G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. Design valid for use only with MTek® connectors. This design is based only upon parameters shown and is for an individual building component, not 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; Sol' MWFRS (envelope) gable end zone; cantilever left exposed ; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide "building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing will fit between the bottom chord and any other members. MiTek' 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Criteria, DSB-89 and SCSI Building Component 7) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 7777 Greenback Lane capacity of bearing surface. pFESS! 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) B=168, G=212. Q T EOQO 9( S 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ,LU C 75435 UJ EXP. 03131/2018 OF CA1.1Fu` March 24,20.17 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111114 73 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown and is for an individual building component, not Sol' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall "building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus HeI Ms CA 95610 Job Truss Truss Type Qty Ply Wilson Rep Stress Incr NO Code IRC2015rTP12014 M -N >999 R50081267 0317-113 E01 Common Girder 1 n G 180 WB 0.34 Horz(CT) 0.02 K n/a Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MTek Industries, Inc. Fri Mar 24 11:19:59 2017 Page 1 I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-F7 NmOgxz_4nuxO8fDFFrAGLwpyJ9eC SgEfY9UzXkfE -Iii-0 6-1-10 11-8-12 18-9-0 24-9-13 30.10-11 37E-0 16-0 6-1-10 5-7-2 7-0.4 6-0-13 6-0-13 6-75 54 = 6.00 12 Scale = 1:69.1 Q P - N -- -1M 2x4 II 4x6 = 4X6 — 2x4 II 4x4 = 4x8 = 4x4 = L K LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015rTP12014 4x8 = CSI. DEFL. in (loc) l/defl L/d TC 0.21 Vert(LL) .0.07 M -N >999 240 BC 0.49 Vert(CT) -0.13 M -N >999 180 WB 0.34 Horz(CT) 0.02 K n/a n/a Matrix -MSH 4) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS left ROFESS/O QQ Nq TEODO l<ti (envelope) gable end zone; cantilever and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 ��� Q S - PLATES GRIP MT20 220/195 429 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btf G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Stud/Std G *Except* E-N,F-N,G-N: 2X4 DF No.1 &Btr G REACTIONS. All bearings 0-5-8 except (jt=length) K=8-7-4, J=8-7-4, L=0-3-8. (lb) - Max Horz B=192(LC 28) Max Uplift All uplift 100 Ib or less at joint(s) L except B=-527(LC 27), F=-1411(LC 27), K=-1255(LC 30), J=784(LC 30) Max Grav All reactions 250 Ib or less at joint(s) except B=654(LC 24), P=1946(LC 2), K=1822(LC 2), J=885(LC 25), L=903(LC 43) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1089/945, C -E=353/493, E -F=-999/884, F -G=-1615/1490, G -I=-2463/2216, I -J=-1744/1730 BOT CHORD B -Q=976/1159, P -Q=-976/1159, N -P=-1033/1120, M -N=-2083/2431, L -M=2048/2094, K -L=1970/2094, J -K=-1265/1326 WEBS C-0=0/270, C -P=-546/203, E -P=1736/1440, E -N=1189/1561, F -N=-655(713, G -N=-751/675, G -M=-573/584, I -M=1089/1529, I -K=1714/1222 NOTES- (11) 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 0-7-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS left ROFESS/O QQ Nq TEODO l<ti (envelope) gable end zone; cantilever and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 ��� Q S - 5) This truss has been designed for 10.0 bottom live load ' JP y a psf chord nonconcurrent with any other live loads. 6) ' This cP 75435 truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wideLLlC w rn will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. * EXP. 03/31/2018 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) L except 0=1b) B=527,P=1411,K=1255,J=784. 9) This truss has been designed for a total drag load of 3600 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist TFOF drag loads along bottom chord from 29.0-0 to 37-6-0 for 423.5 plf. CAOF 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1269 Ib down and 774 Ib up at 22-2-9, 37 Ib down and 97 Ib up at 24-5-4, and 15 Ib down and 69 Ib up at 26-5-4, and 987 Ib down and 170 Ib up at 28-5-4 on March 24,2017 ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M 1.7473 rev. 10/03/2015 BEFORE USE. Psi Design valid for use only with MfrekQ connectors. This design is based only upon parameters shown, and is for an individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters an] properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Welk' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 t Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:19:59 2017 Page 2 I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-F7 NmOg1¢_4nuxO8fDFFrAGLwpyJ9eCSOEfY?UzXkfE 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ' r LOAD CASE(S) Standard . 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=-60, F-)=-60, B -J=20 Concentrated Loads (lb) Vert: W=1024(8) X=37(B) Y= -15(B) Z=-987(8) ' r ® Job Truss Truss Type Oty Ply ]son 850061267 �wl 0317-113 E01 Common Girder 1 Job Reference (optional) C' WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MII.7473 rev. 10/032015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, enc is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ippp.��• building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MIT®K• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCS, Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss ' Truss Type QtyT BOT CHORD 7-0$ WEBS 8-2-14 Plate Offsets (X,Y)- [B:0-3-4.0-1-11, [K:0-1-8.0-0-91, [N:0-2-0.0-2-01, [P:0-2-4.0-2-01 R500317-113 F:.(o E02 ROOF TRUSS 31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl tional aybremb nub Lurnuer �.u, .. rrnuerson, ter{ t1.luu S Jan v ZU1I Mt I eK Inausmes, Inc. Fn Mar 24 11:ZO:UU 2017 Page 1 1 D:NNdi_b9i3sVnm5tZZgSRslyw7ge- Jx8e?yblOvlYYjmym4jTtl XMZQNeM7yuP5YwzXkfD I1.6-0, 6-310 11-8-12 15-7-0 18-9-0 21-10.12 29-3-2 37ii-0 39-0-0 X1.6-0 6310 5-5-2 310 3-1-12 31-12 7-0b 8-2-14 1l-0 5x6 = 6.00 F12 G K Q P - N M 4x6 2x4 II 4x4 = 4x8 = 4x4 = 4x8 = 2x4 11 4x8 = 4x6 = 4x12 = Scale = 1:75.6 LUMBER - _ 6310 11�-12 6310 - 5-5-2 15.7-4 310$ 21-10-12 6-38 BOT CHORD 7-0$ WEBS 8-2-14 Plate Offsets (X,Y)- [B:0-3-4.0-1-11, [K:0-1-8.0-0-91, [N:0-2-0.0-2-01, [P:0-2-4.0-2-01 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Qualhy Criteria, DSB-89 and BCSI Building Component Installation guide. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.18 M -N >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.87 Vert(CT) -0.56 M -N >554 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(CT) 0.09 K n/a n/a BCDL 10.0 Code IRC2015rrP12014 Matrix -MSH Weight: 229 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1SBtr G BOT CHORD 2X6 DF No.2 G WEBS 2X4 DF Stud/Std G *Except* JOINTS F-P,F-H,H-N: 2X4 DF No.1 &Btr G REACTIONS. (Ib/size) B=1087/0-5-8, Q=732/0-5-8, K=1361/0-3-8 Max Horz 13=163(1-C 9) Max Uplift B=-200(LC 9), Q=265(LC 8), K=306(1 -C 9) Max Grav B=1087(LC 1), 0=885(LC 19), K=1361(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at mid pt J -N JOINTS 1 Brace at Jt(s): S MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Qualhy Criteria, DSB-89 and BCSI Building Component Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1830/436, C -E=1246/441, E -F=1432/451, F -G=-325/88, G -H=-310/81, H -J=-1507/385, J -K=-2366/514 BOT CHORD B -R=167/1580, Q -R=167/1580, P -Q=111/1085, N -P=83/1253, M -N=341/2039, K -M=341/2039 WEBS C -R=0/309, C -Q=-619/191, E -Q=-678/217, E -P=38/438, F -P=-125/422, F -S=1028/370, H -S=1028/370, H -N=0/373, J -N=-906/300, J -M=0/443 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCOL=4.8psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of whhslanding 100 Ib uplift at joint(s) except (jt=lb) B=200, 0=265, K=306. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. TEOD F Lu LU C 75435 (P. m of A EXP. 03/3112018 OF March 24,2017 ®WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing B A'4e1.' MV 9 1 R is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Qualhy Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 - Citrus Hei his, CA 95610 1 Job Truss Truss Type Qty PlyWilson 8-2-14 Plate Offsets (X,Y)— [B:0-3-14.0.1-13] [K:0-4-0 0-1-11] (M:0-2-0.0-2-01,[0:0-1-8.0-2-01 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall LOADING (psf) SPACING- 2-0-0 R50081269 0317-113 E03 ROOF TRUSS 3 1 TC 0.46 Vert(LL) -0.18 L -M >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:00 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-jJx8e.>yblOvlYYjmym4jTtlbMZWNeM7yuP5YwzXkfD r1 -G-0, 6-3-1011-8-12 15-74 + 18-9-0 1. 21-12 29-3-2 37.6-0 1b-0� 6-3-10 5-5-2 3-1 10. 0-8 3.1-12 3.1-12 7-0� B-2-14 5x6 = 6.00 12 G K Q P •• 0 11M L 4x5 2x4 II 04 = 4x8 _ 4x4 = 08 = 2x4 II 08 = 06 = 4x12 = Scale = 1:74.3 6-3-10 11.8-12 15-7� 2V3'0 2 29-3-2 37�'i-0 6-3-10 5-5-2 3-10$ - 6-3.8 7�6 8-2-14 Plate Offsets (X,Y)— [B:0-3-14.0.1-13] [K:0-4-0 0-1-11] (M:0-2-0.0-2-01,[0:0-1-8.0-2-01 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.18 L -M >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.86 Vert(CT) -0.55 L -M >564 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(CT) 0.08 K nla n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MSH Weight: -226 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins. BOT CHORD 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2X4 DF Stud/Std G 'Except* WEBS 1 Row at midpt J -M F-0,F-H,H-M: 2X4 DF No.1&Btr G JOINTS 1 Brace at Jt(s): R MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) B=1092/0-5-8, P=724/0-5-8, K=1269/Mechanical Max Horz B=176(LC 8) Max Uplift B=-199(LC 9), P-266(LC 8), K-271(LC 9) Max Grav B=1092(LC 1), P=880(LC 19), K=1269(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=1841/435, C -E=-1258/439, E -F=1438/451, F -G=325/88, G -H=-311/80, H -J=-1512/385, J -K=2370/519 BOT CHORD B -Q=191/1590, P -Q=-191/1590, O -P=-135/1096, M -O=-109/1258, L -M=370/2042, K -L=370/2042 WEBS C -Q=0/308, C -P=-619/191, E -P=-666/219, E-0=-40/427, F-0=-125/425, F -R=1032/370, H -R=1032/370, H -M=0/373, J -M=-903/304, J-1-=01437 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11Omph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide 9?OESS/0� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the lumber members. p q Q� T EOD0 green 6) Refer to for truss to truss girder(s) connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 0=1b)Q C 75435 o m B=199, P=266, K=271. LU W Crn 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. EX 018 d1T CIV11- gTFOF CA\ -W March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek' E.' M11� 1� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Cftms Hel Ms CA 95610 Job + Truss Truss Type Qty PlyWi]son Structural wood sheathing directly applied or 5-6-1 oc purlins, except BOT CHORD ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-8ucHG1 T2JHKPOSQS5KnK6VbUZftay6Rerdm8FzXkfA LOADING (psf) SPACING- 2-0-0 CSI. R50081270 0317-113 F01 California Girder 1 r 150 r, 311.5 17.7 0-0-75 46.5 485 0.4-15 35-10 1-2-1506.8 4-3.11 1.&0 • _ - _ -0.11 N-0 Job Reference (optional) systems rlus Lumoer Go, AnOerson, GA FL:0-3-80-2-01 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:03 2017 Page 1 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except BOT CHORD ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-8ucHG1 T2JHKPOSQS5KnK6VbUZftay6Rerdm8FzXkfA LOADING (psf) SPACING- 2-0-0 CSI. 22-8-5 A-6-0 '311.5 1 7512 7-11.11 1280 17-0-5 17.514 20.10-14 122-1-13� 27-0-0 285.0 r 150 r, 311.5 17.7 0-0-75 46.5 485 0.4-15 35-10 1-2-1506.8 4-3.11 1.&0 • _ - _ -0.11 N-0 Scale = 1:50.5 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT) 5x8 = N-0 2x4 II 5x10 = 4x6 = 4x8 2x4 II 3x4 = 4x6 = 4x4 = 2x4 11 4x8 = ' 4x8 = 3-11-5 71-12 121-0 17-5.4 20-10-14 22-8-5 i 27-0-0 Plate Offsets (X,Y)— ID:0-4-0.0-1-41 [F:0-5-0.0-1-41. [G:0 -2-12.0-2-01 [J:0-4-0,0-1-151. FL:0-3-80-2-01 TOP -CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except BOT CHORD 2X6 DF SS G LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.11 N-0 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.33 N-0 >974 180 B=544; J=856. BCLL 0.0 ' Rep Stress Incr NO WB 0.61 Horz(CT) 0.09 J n/a n/a BCDL 10.0 Code IRC2015lrP12014 Matrix -MSH Weight: 304 Ib FT = 20% LUMBER- BRACING - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: TOP -CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except BOT CHORD 2X6 DF SS G 2-0-0 oc purlins (5-11-15 max.): D -F, G -H. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) B=2473/0-3-8, J=3478/0-3-8 3) Unbalanced roof live loads have been considered for this design. Max Horz B=-80(LC 13) MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical lea and right exposed; Lumber DOL=1.33 plate Max Uplift B=-544(LC 8), J=-856(LC 9) grip DOL=1.33 5) Provide drainage to FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. adequate prevent water ponding. 6) This truss has been designed for a 10.0 bottom chord live load live loads. TOP CHORD B -C=-4931/1071, C -D=-4502/992, D -E=-5267/1289, E -F=5267/1289, F -G=-5646/1360, ��� & S� fit between the bottom G-1-1=5634/1402, H -J=6297/1523 will chord and any other members. BOT CHORD B -R= -952/4385,'Q -R=952/4385, 0-0=-835/4047, N -O=-1087/5064, M -N=1602/7009, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=1b) L -M=1604/7008, J -L=1290/5628 B=544; J=856. WEBS C -R=-35/344, C -Q=367/133, D-0=0/620, D-0=-488/1588, E-0=-830/513, F-0-137/345, A. - .4 F -N=-305/1668, G -N=-2173/582, G -L-2083/474, H -L-632/2784 NOTES- (12) 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: 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 (E) 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical lea and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide drainage to \kQFESS/O adequate prevent water ponding. 6) This truss has been designed for a 10.0 bottom chord live load live loads. �QNq� . T EOQO psf nonconcurrent with any other 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide ��� & S� fit between the bottom �Q� CID 0- will chord and any other members. cP-8) C 75435rr 8) A plate rating reduction of 20% has been applied for the green lumber members.w 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=1b) B=544; J=856. .* EXP. 03/31/2018 10) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. A. - .4 March 24,2017 tinued_on-oaae ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall AiT®k• building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage- Fo. general guidance regarding the inn fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrfPlt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Chrus Heights, CA 95610 Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:03 2017 Page 2 NOTES- x(12) ID:NNdi_b9i3sVnm5t7-ZgSRslyw7ge-8ur-HG1 T2JHKPOSQS5KnK6VbUZfiay6Rerdm8FzXkfA • 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 Ib down and 91 Ib up at 7-8-8, 163 Ib down and 176 Ib up at 10-0-12, 163 Ib down and 179 Ib up at 12-0-12, 163 Ib down and 179 Ib up at 12-11-4, 163 Ib down and 176 Ib up at 14-11-4, and 185 Ib down and 158 Ib up at 17-3-8, and 1.1.Ib down and 9 Ib up at 22-8-5 on top chord, and 72 Ib down at 2-0-12, 286 Ib down and 112 Ib up at 4-0-12, 97 Ib down at 6-0-12, 104 Ib down at 8-0-12, 105 Ib down at 1D-0-12, 105 Ib down at 12-0-12,105 Ib down at 12-11-4,105 Ib down at 14-11-4, 104 Ib down at 16-11-4, 301 Ib down and 94 Ib up at 18-11-4, 286 Ib down and 65 Ib up at 20-11-4, and 391 Ib down and 125 Ib up at 22-11-4, and 918 Ib down and 243 Ib up at 25-1-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -F=-60, F -G=-60, G-AA=60, H -AA= -20, H-1=-60, H -K=-60, B -J=20 Concentrated Loads (lb) Vert: D=52 F=139 13=81 (F) R= -286(F) M= -286(F) L= -391(F) W=-163 X=-163 Y=-163 Z=163 AB= -36(F) AC=60(F) AD= -79(F) AE= -81(F) AF=81(F) AG= -81(F) AH= -79(F) AI -301(F) AJ -918(6) 1 T 1 .I ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7477 rev. 10/09/2015 BEFORE USE.�j Design valid for use only with Mrrek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not e�• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pi• ` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �y8 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the pppiT®k- fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 - Citrus Hei Ms, CA 95 Job - - Truss Truss Type Dry Ply Wilson 850081270 0317-113 F01 California Girder 1 ` Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:03 2017 Page 2 NOTES- x(12) ID:NNdi_b9i3sVnm5t7-ZgSRslyw7ge-8ur-HG1 T2JHKPOSQS5KnK6VbUZfiay6Rerdm8FzXkfA • 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 Ib down and 91 Ib up at 7-8-8, 163 Ib down and 176 Ib up at 10-0-12, 163 Ib down and 179 Ib up at 12-0-12, 163 Ib down and 179 Ib up at 12-11-4, 163 Ib down and 176 Ib up at 14-11-4, and 185 Ib down and 158 Ib up at 17-3-8, and 1.1.Ib down and 9 Ib up at 22-8-5 on top chord, and 72 Ib down at 2-0-12, 286 Ib down and 112 Ib up at 4-0-12, 97 Ib down at 6-0-12, 104 Ib down at 8-0-12, 105 Ib down at 1D-0-12, 105 Ib down at 12-0-12,105 Ib down at 12-11-4,105 Ib down at 14-11-4, 104 Ib down at 16-11-4, 301 Ib down and 94 Ib up at 18-11-4, 286 Ib down and 65 Ib up at 20-11-4, and 391 Ib down and 125 Ib up at 22-11-4, and 918 Ib down and 243 Ib up at 25-1-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -F=-60, F -G=-60, G-AA=60, H -AA= -20, H-1=-60, H -K=-60, B -J=20 Concentrated Loads (lb) Vert: D=52 F=139 13=81 (F) R= -286(F) M= -286(F) L= -391(F) W=-163 X=-163 Y=-163 Z=163 AB= -36(F) AC=60(F) AD= -79(F) AE= -81(F) AF=81(F) AG= -81(F) AH= -79(F) AI -301(F) AJ -918(6) 1 T 1 .I ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7477 rev. 10/09/2015 BEFORE USE.�j Design valid for use only with Mrrek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not e�• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pi• ` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �y8 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the pppiT®k- fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 - Citrus Hei Ms, CA 95 Job - - Truss Truss Type Dry Ply Wilson 850081270 0317-113 F01 California Girder 1 ` Job Reference (optional) Job Truss Truss Type Qty Ply Wilson 8.6.0 8-3-0 Plate Offsets (X,Y)— fB:0-1-8,0-0-91 f1:0-1-8 0-0-91 R50081271 0317-113 F02 California Girder 1 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.05 J -L >999 240 Job Reference o tional Systems Plus Lumber Co, Anderson, CA dk 11i Job Truss Truss Type Qty Ply Wilson .r R500ti1271 0317-113 F02 California Giller ' 1 1 Job Reference (optional) Systems Plus Lumber Co, ..Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:04 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7q"AfUN?5pdPB191c0or0tJ2naz1WJVEasVNJhhzXkf9 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Un'dorrn'Loads (plf) ' • I i Vert: A -D=60, D -S=60, F -S=-20, F -G=-60, F-1=-60, B -I=-20 t 1 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M 1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 'a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall B� q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing' MiT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 t Job Truss. Truss Type pry P7job n LUMBER- BRACING - grip DOL=1.33 TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD R50081272 0317-113 F03 California Girder 1 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 2-0-0 oc purlins (5-7-11 max.): D -E. E -l: 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FESS 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (it=1b) H=248, B=286. eference (optional) oysu:ms nus wmuen w, nnuersun, i'h tl.luu s Jan 9 2ul / MI I eK Inaustnes, Inc. Fn Mar Z4 11:20:05 2017 Pagel ID:NNdi b9i3sVnm5tZZgSRslyw7ge-4HklhjOjZwX2fJcpaVMFQXbx5NMo2v2k596sD8zxkf8 12-11-4 . •1.60 •" .571.5 11$12 - 11-11-11 19-411 2540 1:0 - " - 511.5 57-7 r-0-1 59-3 5-11.5 411.9 Scale = 1:43.9 04 ". F 4x8 // 4x15 — ., 4x6 = 4x6 = 2x4 II 3x8 = 3x5 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015/TPI2014 CSI. TC 0.28 BC 0.47 WB 0.39 Matrix -MSH DEFL. in Vert(LL) -0.06 Vert(CT) -0.20 Horz(CT) 0.06 (loc) I/deft Ud I -J >999 240 I -J >999 180 H n/a n/a PLATES GRIP MT20 220/195 Weight: 135 lb FT=20% LUMBER- BRACING - grip DOL=1.33 TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-10 oc purlins, BOT CHORD 2X6 DF No.2 G except WEBS 2X4 DF Stud/Std G *Except* will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 2-0-0 oc purlins (5-7-11 max.): D -E. E -l: 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FESS 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (it=1b) H=248, B=286. MiTek recommends that Stabilizers and required cross bracing 9) Graphical representation does not depict the the the the �Q be installed during truss erection, in accordance with Stabilizer CID 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 187 Ib down and 173 Ib up atO Installation guide. REACTIONS. (Ib/size) H=1104/Mechanical, B=1202/0-3-8 LU w C responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Max Horz B=115(LC 27) LOAD CASE(S) Standard F Max Uplift H=-248(LC 9), B=286(LC 8) FOFCAliWF FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=2092/486, C -D=1564/410, D -E=1334/408, E -G=2113/597, G -H=-2091/474 BOT CHORD B -L=-458/1821, J -L=-458/1821, I -J=262/1293, H-1=357/1818 WEBS C -J=-561/208, D -J=73/331, E -J=-54/254, E -I=-246/744, G-1=353/222 + NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been'designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. FESS 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (it=1b) H=248, B=286. TECO) F 9) Graphical representation does not depict the the the the �Q purlin size or orientation of purlin along top and/or bottom chord. CID 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 187 Ib down and 173 Ib up atO C 75435 � R 11-11-10, and 92 Ib down and 87 Ib up at 13-2-14 on top chord. The design/selection of such connection device(s)" is the LU w C responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. a EXP. 0313112018 *. LOAD CASE(S) Standard F 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 FOFCAliWF March 24,2017 ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEKIREFERENCE PAGE M 1.7473 rev. 10/03/2015 BEFORE USE. ff Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall p TAiTeIIY� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing • is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 11IB fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSITfP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,. storage, delivery, erection and bracing of trusses and truss systems, see ANSlI Pl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. r MiTek* 7777 Greenback Lane Suite 109 Job Truss Type QtyPly Wilson ia Girder TFO 1 850061272 0317-113 Californ Systems Plus Lumber Co,. Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:05 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-4HklhjOjZwX2fJcpaVMFQXbx5NMo2v2k596sD8zXkf8 LOAD CASE(S) Standard Uniform Loads (ptf) ' t Vert: A -D=-60, D -R=60, E -R=20, E -F=-60, E -H=60, B -H=20 Concentrated Loads (lb) Vert: E=58 Q=157 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,. storage, delivery, erection and bracing of trusses and truss systems, see ANSlI Pl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. r MiTek* 7777 Greenback Lane Suite 109 ia Girder 1 1 Job Reference o tional ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,. storage, delivery, erection and bracing of trusses and truss systems, see ANSlI Pl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. r MiTek* 7777 Greenback Lane Suite 109 Job Truss Truss Type Qty Ply1/Ylson (loc) Vdefl i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 R50081273 0317-113 F04 Common 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.22 Job Reference (optional) Systems Plus Lumber Go, Anderson, GA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:06 2017 Page 1 • ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-YTIQv31MKEgvGTB?7DtUyk76LmjRnONtKpsQlazXkf7 16-0 643-0 12-" 18-9-0 25-0-0 1.6-0 6-3-0 6-3-0 6-3-0 6-3-0 4x6 = Scale = 1:46.1 ''r • ' • D - r s. 6.00 12 / 2x4 �� / 2x4 D E A' F BED I$ 4x6 = 4x6 = 3x4 = 4x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.06 G-1 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.22 G -K >999 180 BCLL . 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.05 F n/a n/a BCDL 10.0 Code IRC2015rrPI2014 Matrix -MSH Weight: 122 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins. BOT CHORD 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-13-0 oc bracing. WEBS y 2X4 DF Stud/Std G ' MiTek recommends that Stabilizers and required Cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) F=997/0-38, B=1093/0-3-8 Max Horz B=125(LC 8) Max Uplift F=-163(LC 9), 131=1199(LC 8) FORCES. (Ibj - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1774/301, C -D=-1564/278, D -E=-1574/284, E -F=-1785/307 BOT CHORD B -I=-301/1552, G -I=-94/1017, F -G=-206/1564 WEBS D- G=-128/591, E -G=386/226, D -I=-121/576, C -I=-382/224 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) F=163, B=199. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. .,nOF ESS/n.. v LU w C 75435 EXP. 03/31/2018 March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall N A iTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i1� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITP11 Quality Criteria, DSB-89 and BCS1 Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 9S Job SPACING- 2-0-0 Truss Type Qty Ply Wilson - ]Truss L/d PLATES GRIP TCLL 20.0 Plate, Grip DOL 1.15 /250081274 0317-113 - 1;. F05 Common 3 1 MT20 220/195 s Lumber DOL 1.15 BC 0.41 Vert(CT) -0.21 Job Reference (optional) Systems Plus Lumber Co, -� Anderson, CA 6.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:06 2017 Page 1 * ID:NNdi b9i3sVnm5tZZgSRslyw7ge-YTIQv31MKEgvGTB77DlUyk76PmjynPUtKpsOlazXkf7 6-3-0 12-" 18-9-0 25-M 26-6-0 , 6-3-0 6.3-0 6.3-0 6-3-0 1-" • . , Scale = 1:47.1 + 4X6 _ D 4x6 — 3x4 = 4x6 = 3x4 = 4x6 = 8-7-10 164-5 25.0.0 8-7-10 7-8-11 8-7-10 I$ LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate, Grip DOL 1.15 TC 0:31 Vert(LL) -0.06 H -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.21 J -L >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.05 F n/a n/a BCDL - 10.0 Code IRC2015/TP12014 Matrix -MSH Weight: 125 Ib FT = 20% LUMBER- TOP CHORD 2X4 OF No. 1&Btr G BOT CHORD 2X6 DF No.2 G WEBS 2X4 DF Stud/Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1090/0-3-8, F=1090/0-3-8 Max Horz B=-113(LC 13) ' Max Uplift B=-198(LC 8), F—l98(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.. . TOP CHORD B -C=-1768/300, C-0=1558/277, D -E=1558/276, E -F=-1768/299 BOT CHORD B -J=288/1547, H -J=81/1011, F -H=174/1547 WEBS D -H=121/577, E -H=-382/224, D -J=122/577, C -J=382/224 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. t 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.Bpsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nohconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) B=198, F=198. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component `Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. W w` 075435 c R EXP. 03/3112018 OF CAL\Fu` March 24,2017 MiTek• 7777 Greenback Lane Job - Truss Truss Type City Ply Wilson Plate Grip DOL 1.15 TC 0.31 TCDL 10.0 850061275 0317-113 F06 Common 4 1 YES WB 0.26 BCDL 10.0 Code IRC2015/TPI2014 Matrix -MSH Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:07 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-Ofso6P1_5YoludmBhwOjVygG9A3BWsjlZTbzHOzXkf6 6-2-0 I 12-5-0 18-8-0 24-11-0 26-5-0 6-2-0 6-3-0 6-3-0 6-3-0 1-0.0 4X6 _ Scale = 1:46.1 C 3x6 - - 3x4 = 4x6 = 3x4 = 4x6 = 6.6-10 16-3.6 24-11-0 8-0-10 7 3-12 8-7-10 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 TCDL 10.0 Lumber DOL 1.15 BC 0.41 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 BCDL 10.0 Code IRC2015/TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X6 DF No.2 G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) A=994/0-2-8, E=1089/0-3-8 ' Max Horz A=126(LC 9) Max Uplift A=-162(LC 8), E=-198(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=1765/304, B -C=-1555/281, C -D=-1557/277, D -E=-1767/299 BOT CHORD -A-1=292/1544,G-1=83/1010,E-G=174/1546 WEBS . C -G=-120/578, D -G=-382/224, C -I=-125/576, B -I=-382/225 j$ DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.06 G-1 >999 240 MT20 220/195 Vert(CT) -0.21 G -M >999 180 Horz(CT) 0.05 E n/a n/a Weight: 122 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.Bpsf; BCDL=4.8psf; h=25ft; Cat. It; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) A. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) A=162, E=198. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ® WARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 110111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is to, an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, OSB -89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. w,'( T E OpOs F,y F G) uUJ C 75435 c rn *. 1/2018 TqT FOF CAIW March 24,2017 MiTek' 7777 Greenback Lane Job . Truss Truss Type Qty -3-0.0-G-91 LOADING (psf) 0317-113 F07 Common 1 1PIy�%Mlson 1 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing TC 0.41 TCDL 10.0 Lumber DOL 1.15 BC 0.46 Job Reference (optional Systems Plus Lumber Co, Anderson, CA 8.100 s Feb 22 2017 MITek Industries, Inc. Fri Mar 24 16:30:09 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-WTLrvdzVKJm4Xm7Gafb2WE6B5ltP7 244ajJBpzXg6S 6-2-0 12-5-0 18-8-0 24-11-0' 26.6..5-0 ' 6-2-0 ' 6-30 - 6-3-0 6-3-0 10 scale • gate 04 = 0-5-8 8-1-2 Plate Offsets (X,Y)— [A:0 -1 -4.1 -0 -111.[A:0 -4 -12.0 -2 -11.[E:0 -3-0.0-G-91 LOADING (psf) SPACING- 2-0-0 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall CSI. TCLL 20.0 Plate Grip DOL 1.15 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing TC 0.41 TCDL 10.0 Lumber DOL 1.15 BC 0.46 BCLL 0.0 ' Rep Stress Incr YES 7777 Greenback Lane WB 0.11 BCDL 10.0 Code IRC2015rrP12014 Matrix -MSH LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 DF No.2 WEDGE Left: 2x4 DF No.2 REACTIONS. (Ib/size) E=1071/0-3-8 (min. 0-1-11), A=1013/0-7-12 (min. 0-1-9) Max Horz A=-126(LC 9) Max Uplift E=-197(LC 9), A=-165(LC 8) DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.07 G-1 >999 240 MT20 197/144 Vert(CT) -0.14 G -K >999 180 Horz(CT) 0.03 E n/a n/a Weight: 115 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1649/285, B -C=-1448/265, C -D=-1520/274, D -E=1730/296 BOT CHORD A -I=-271/1429, H -I=77/969, H -Q=-77/969, Q -R=77/969, G -R=-77/969, E -G=171/1512 WEBS C -G=-121/589, D -G=-381/224, C -I=-110/490, B-1=351/215 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11Omph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 Ib uplift at joint E and 165 Ib uplift at joint A. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard /�koF C'75435 EXP. 03131/2018 / TFOF�Cq � March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03,2015 BEFORE USE. • Design valid for use only with MtTek® connectors. This design is based only upon parameters shown, and is for an Individual building componerd, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing f1 �r�E.R' M is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Type Qty Ply Wilson ]Truss I/deft Ud TCLL 20.0 Plate Grip DOL 850081277 0317-113 F08 Common 1 1 240 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(CT) Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MTek Industries, Inc. Fri Mar 24 11:20:08 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-UsQAJl2csrwcWnLOFewyl9CRzaQ2FFTAn7LWgSzXkf5 6-2-0 12-5-0 18-8-0 24-11-0 26-5-0 6-20 6-3-0 6-3-0 6-3-0 1-" 4x6 = Scale = 1:46.1 3x4 = 3x4 = 4x6 = 3x4 = LOADING (psf)SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.05 H -J >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(CT) -0.17 H -O >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.03 F n/a n/a BCDL 10.0 Code IRC2015rTP12014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X6 DF No.2 G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) A=-2/Mechanical, F=973/0-3-8, K=1112/0-7-12 Max Horz A=126(LC 9) Max Uplift A=-49(LC 20), F=1189(1_C 9), K=-186(LC 8) Max Grav A=35(LC 19), F=973(LC 1), K=1112(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD C-13=1022/194, D -E=1301/255, E -F=1511/277 BOT CHORD J -K=169/832, H -J=-44/771, F -H=-155/1316 WEBS D -H=-118/592, E -H=-380/224, C -K=1227/208 3x6 PLATES GRIP MT20 220/195 Weight: 129 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: A -K. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A except (it=lb) F=189, K=186. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. March 24,2017 ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AGI -7473 rev. 10/03,2015 BEFORE USE. ���' Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p q iTe k• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Chrus Hei Ms. CA 95610 Job Truss Truss Type Qty (loc) Vdeft Ud H -O >099 240 H -O >999 180 F n/a n/a PLATES GRIP MT20 220/195 Weight: 129 Ib FT = 20% t' TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD �PlyWilson R50081278 0317-113 F09 Common 1 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide Job Reference (optional) ay3rems rills Lumber Lo, Anderson, UH 8.100 s Jan 9 2017 Mi -Tek Industries, Inc. Fri Mar 24 11:20:09 2017 Page 1 ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-y2zYX43Ed92T7xvapLRBaN1ck_mq_IvKOn44MvzXkf4 6-2-0 12-5-0 18-M24-11-0 26-5-0 6-2-0 6.3-0 6-3-0 6-3-0 i 16-0 4x6 = Scale = 1:46.1 9 3x D 3x4 = 3x4 = 4x6 = 3x4 = 3x6 4-5A 8$-10 12-5-0 116- 3-62411-0 4-5-8 4-1-2 3-10.6 3-10.6 8-7-10 Plate Offsets (X•Y)— WD -1-9.0-1-81 I$ LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.31 BC 0.34 WB 0.27 Matrix -MSH DEFL. in Vert(LL) -0.04 Vert(CT) -0.16 Horz(CT) 0.02 (loc) Vdeft Ud H -O >099 240 H -O >999 180 F n/a n/a PLATES GRIP MT20 220/195 Weight: 129 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins. BOT CHORD 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: WEBS 2X4 DF Stud/Std G 6-0-0 oc bracing: A -K. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) A=1/Mechanical, F=864/0-3-8, K=1218/0-7-12 Max Harz A=126(LC 9) Max Uplift A=62(LC 20), F=-178(LC 9), K=-202(LC 8) Max Grav A=57(LC 19), F=864(LC 1), K=1218(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. , TOP CHORD A -B=-75/377, B -C=46/377, C -D=-560/142, D -E=1056/230, E -F=1266/253 BOT CHORD A -K=-289/158, H -J=8/551, F -H=-133/1097 WEBS D -H=-117/592, E -H=381/224, C -J=0/412, C -K=1079/194 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will rd between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A except (jt=lb) F=178,K=202. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �OQ�pFESS/n 'CEOD <<c Q-. � s � F` tin m Luw C'75435 cr X L * EXP. 0313112018 OF March 24,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED Mn'EK REFERENCE PAGE 11,1I1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property neorporate this design into the overall d building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.'Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . � V C I AST fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPil Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply Wilson 1.15 TCDL 10.0 Lumber DOL 1.15 850061279 0317-113 1`10 COMMON GIRDER 1 2 Code IRC2015/TPI2014 WB 0.48 Horz(CT) 0.01 F n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:11 2017 Page 1 ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-vR5Jym4U9ml BNE3ywmTffogwNnlJSc8cT5ZBOnzXkf2 6-2-0 + 12-5-0 18-8-0 1 24-11-0 6- 6-3 6-2-0 3 t 5-0-0 4x4 = Scale = 1:44.7 4x8 = 2x4 II 4x8 = 3x4 = V 3x4 = K S J I H 3x10 II 4x6 = i 6-7.8 8.6-10 11-0-10 0,25-0 16-3-0 1 -24-11-0 6-7.8 1-11-2 3-0-0 0.10.3 3-10Fi 0..6 3-5-4 5-041 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IRC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X6 OF No.2 G WEBS 2X4 OF Stud/Std G CSL DEFL. in (loc) Udefl Ud TC 0.43 Vert(LL) -0.09 K -IM >870 240 BC 0.91 Vert(CT) -0.28 K -M >294 180 WB 0.48 Horz(CT) 0.01 F n/a n/a Matrix -MSH 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, Except member G -E 2x4 - 1 row at 0-5-0 oc. REACTIONS. All bearings 9-10-4 except (jt=length) A=Mechanical, F=0-3-7 PLATES GRIP MT20 220/195 Weight: 265 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1$ (lb) - Max Horz A=l 31(LC 29) Max Uplift All uplift 100 Ib or less at joints) except A=754(LC 27), F=-672(LC 30), K=1330(LC 27), H=-1445(LC 30), 1=-297(LC 52) Max Grav All reactions 250 Ib or less at joint(s) except A=1044(LC 43), F=954(LC 39), K=2354(LC 43), K=2333(LC 1), H=3161(LC 1), H=3161(LC 1), 1=402(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1117/1108, B -C=-955/1087, C -D=-534/697, D -E=616/899, E -F=1746/1329 BOTCHORD A -K=-1063/1111, 1-K=-1063/1111, H -I=-1460/1313, G -H=1255/1716, F -G=1255/1716 WEBS B -K=831/867, D -H=1110/918, C-1=616/177, B -I=-912/890, D-1=751/947, E -G=-405/2191, E-1-1=2480/561 NOTES- (12) 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: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member G -E 2x4 - 1 row at 0-5-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate DOL=1.33 �CFESS/O grip 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all 3-6-0 tall by 1-0-0 �Q ��� TE �c2 areas where a rectangle wide Z will fit between the bottom chord and any other members.J 7) cP C 75435 A plate rating reduction of 20% has been applied for the green lumber members. W w c m 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 754 Ib uplift at joint A, 672 Ib uplift at * EXP. 03/31/2018 joint F, 1330 Ib uplift at joint K, 1445 Ib uplift at joint H and 297 Ib uplift at joint 1. 10) This truss has been designed for a total drag load of 3200 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 7-3-0 to 16-5-0 for 349.1 pU. FOF 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 854 Ib down and 232 Ib up at CAI \FO 1-10-4, 854 Ib down and 232 Ib up at 3-10-4, 854 Ib down and 232 Ib up at 5-10-4, 918 Ib down and 257 Ib up at 17-10-4, 1724 Ib down and 337 Ib up at 19-9-7, and 51 Ib down at 21-10-4, and 51 Ib down at 23-10-4 on bottom chord. The design/selection of March 24,2017 ® WARNING - Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is fcr an individual building component, not • a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall gg pp .building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1yy iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 JobTruss ,I Truss Type Qty --] Ply Wilson •, � 1250081279 0317-113 F10 COMMON GIRDER 1 Job Reference (optional) bystems rlus Lumber Go, Anderson, GA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:11 2017 Page 2 I D: N N di_b9i 3sVnm5tZZgS Rsl yw7q e-vR5Jyrn4U9ml B N E 3ywmTffogwNn I J Sc8cT5ZB QnzXkf2 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) ` Vert: A -C=760, C -F=-60, A -F=-20 Concentrated. Loads (lb) ,.Vert: G=1724(8) 0=51(B) P=-854(8) Q=-854(8) R=854(6) T=918(8) U= -51(B) r • • I • ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7rP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 7777 Greenback Lane Suhe 109 Citrus Heights, CA 956' Job Truss Truss Type Qty Ply Wilson PLATES GRIP MT20 220/195 Weight: 46 Ib FT = 20% LUMBER- BRACING - 850081280 0317-113 G01 Cal'Ifomia Girder 1 1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the except WEBS 2X4 DF Stud/Std G fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 2-0-0 oc purlins (6-0-0 max.): C -D. Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 Mrrek Industries, Inc. Fri Mar 24 11:20:12 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-Ndfh9656w4Q2?Oe9UT_UC?N7aBpuB8TmilJkzEzXkf1 -1E-0 3-6-12 3-11-1 7-0-5 7S4 11-0-0 12.6-0 1E-0 3-6-12 0-4-1 a-0-10 -4-1 3812 1.6-0 Scale = 1:23.2 5x8 = 4x4 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015rrPI2014 ®WARNING - Verify design parameters and.READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO -7473 rev. 1010312015 BEFORE USE. CSI. TC 0.27 BC 0.25. WB 0.09 Matrix -MSH DEFL. in Vert(LL) -0.02 Vert(CT) -0.07 Horz(CT) 0.02 (loc) Udefl Ud G -H >999 240 G -H >999 180 E n/a n/a PLATES GRIP MT20 220/195 Weight: 46 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, BOT CHORD 2X4 DF No. 1&BIT G is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the except WEBS 2X4 DF Stud/Std G fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 2-0-0 oc purlins (6-0-0 max.): C -D. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Citrus Heights, CA 95610 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (Ib/size) B=791/0-3-8, E=781/0-3-8 Max Horz B=-41 (LC 32) Max Uplift B=-227(LC 8), E=-220(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C-1329/372, C -D=1082/328, D -E=-1241/340 BOT CHORD B -H=-312/1178, G -H=-317/1169, E -G=-258/1078 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11Omph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.Bpsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 Ib uplift at joint B and 220 Ib uplift at joint E.Q�ypFESS/1 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. p q� T EO�Qs 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentra-ed load(s) 217 Ib down and 150 Ib up at 3-8-8, and 60 Ib down and 87 Ib up at 5-6-0, and 213 Ib down and 150 Ib up at 7-0-0 on top chord, and 23 Ib down at 2-0-12, 30 Ib Q F C down at 4-0-12, 31 Ib down at 5-6-0, and 30 Ib down at 6-11-4, and 23 Ib down at 8-11-4 on bottom chord. The design/selection ofO C 75.435 p' n such connection device(s) is the responsibility of others. � W C a 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). EXP. 03/31/2018 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 March 24,2017 C_ ti ed o a ®WARNING - Verify design parameters and.READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO -7473 rev. 1010312015 BEFORE USE. , Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propery incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing iviiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 LOAD CASE(S) Standard Uniform Loads (ptf) It Vert: A -C=60, C -D=60, D -F=-60, I -L=-20 Concentrated Loads (lb) Vert: C=194(F) 0=-40 P= -194(F) 0=7fl R= -23(F) S= -24(F) T=23(F) U -7(F) f , ® WARNING - Vertry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1010312015 BEFORE USE. Design valid for use only with MRek& connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss.system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 7777 Greenback Lane Job Truss Type Qty Ply Wilson _ 1250081280 0317-113 G01 California Girder 1 1 Job Reference (optional) LOAD CASE(S) Standard Uniform Loads (ptf) It Vert: A -C=60, C -D=60, D -F=-60, I -L=-20 Concentrated Loads (lb) Vert: C=194(F) 0=-40 P= -194(F) 0=7fl R= -23(F) S= -24(F) T=23(F) U -7(F) f , ® WARNING - Vertry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1010312015 BEFORE USE. Design valid for use only with MRek& connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss.system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 7777 Greenback Lane Job Truss Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:12 2017 Page 2 " ID:NNdi b9i3sVnm5tZZgSRslyw7ge-Ndfh9656w4Q2?Oe9UT_uC?N7aBpuB8TmilJkzEzXkf1 LOAD CASE(S) Standard Uniform Loads (ptf) It Vert: A -C=60, C -D=60, D -F=-60, I -L=-20 Concentrated Loads (lb) Vert: C=194(F) 0=-40 P= -194(F) 0=7fl R= -23(F) S= -24(F) T=23(F) U -7(F) f , ® WARNING - Vertry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1010312015 BEFORE USE. Design valid for use only with MRek& connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss.system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 7777 Greenback Lane Job Truss Truss Type City___ ryPly r Wlson LOADING (psf) R50081281 0317-113 G02. COMMON 2 1 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.00 F -G >999 240 MT20 220/195 TCDL 10.0 Job Reference c tional Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:12 2017 Page 1 I D:N Ndi_b9i 3sV nm5tZZq S Rslyw7ge-Ndf h9656w4Q270e9 UT_uC7 N4 UBrXB97mi IJkzEzXkf 1 -3-M3-11-8 7-11-0 10.11-8 3-0.8 3-11-8 3-11.8 3.0-8 A Support OH 2x4 II (by others) 4x4 C Support OH (by others) Scale = 1:25.9 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mp'n (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 Ib uplift at joint H and 130 Ib uplift at joint F. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �Q9iOFESS/pit `�� T EOp� q<<c QLu LU C 75435 Fc r * P. 03/3112018 March 24,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 1010=015 BEFORE USE. �* Design valid for use only with Mrreke connectors. This design is based only upon parameters shown, and is for an individual building component, not �8�• a truss system. Before use, the bulling designer must verify the applicability of design parameters and property incorporate this design into the overall Mi iT®k� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7PI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 3-11-8 3-11.8 r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.00 F -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 F -G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 F n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MP Weight: 47 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 OF No. 1&Btr G except end verticals. WEBS 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) H=496i0-5-8, F=496/0-5-8 Max Horz H=72(LC 7) Max Uplift 11=130(LC 8), F=-130(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -H=-467/143, D -F=-467/143 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mp'n (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 Ib uplift at joint H and 130 Ib uplift at joint F. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �Q9iOFESS/pit `�� T EOp� q<<c QLu LU C 75435 Fc r * P. 03/3112018 March 24,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 1010=015 BEFORE USE. �* Design valid for use only with Mrreke connectors. This design is based only upon parameters shown, and is for an individual building component, not �8�• a truss system. Before use, the bulling designer must verify the applicability of design parameters and property incorporate this design into the overall Mi iT®k� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7PI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 R50081282 nobReference 0317-113 J01 Jack -Closed Girder S 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.17 (optional) systems rlus Lumber uo, Anderson, L;A 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:13 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-rpD3NS6lhOYvcYDL2BV7kDwJnb8mwcBvxP2HVgzXkfO -150 1 E-12 1-11-11 4.6-5 150 1.6-12 0-15 2510 3-5-11 C q 6.00 12 Y �r B H ' A 3x6 J D Scale = 1:17.6 ]a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.07 D -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.17 D -G >547 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MP Weight: 16 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF NO.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G BOT CHORD REACTIONS. (Ib/size) C=168/Mechanical, B=180/0-5-8, D=56/Mechanical Max Hoa B=60(LC 26) Max Uplift C-103(LC 9), B=64(1_C 8) Max Grav C=227(LC 32), B=180(LC 1), D=112(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0.0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconwment with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 Ib uplift at joint C and 64 Ib uplift at joint B. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 53 Ib down and 94 Ib up at 1-10-15, and 92 Ib down and 55 Ib up at 4-0-12, and 108 Ib down and 68 Ib up at 6-0-12 on top chord, and 69 Ib down and 126 Ib up at 2-0-0, 12 Ib down and 2 Ib up at 2-0-12, and 13 Ib down and 2 Ib up at 4-D-12, and 8 Ib down and 12 Ib up at 6-0.12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) WARNING: Engineering is void unless truss is fabricated.by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-60, D -E=20 Concentrated Loads (lb) Vert: C=110 H=75(F=2) 1=2(F) J= -6(F) March 24,2017 ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. • Design valid for use only with Mrek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall i•� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iUiiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his, CA 95610 JobTruss " Truss Type Oty Ply Wilson • 3-0-5 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing LOADING (psf) SPACING- 2-0-0 850081283 0317-113 J1B Jack -Open Girder 1 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.02 Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 Mfrek Industries, Inc. Fri Mar 24 11:20:24 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-0xNDgDEe5mxLREZSB?CihXtCW1wY?bvXTdDNNXzXker 1 6-0 1-11-11 580 1-11-11 3-6-5 r Scale = 1:13.2 C H D I Id LUMBER - TOP CHORD 2X4 DF No.t&Btr G BOT CHORD 2X4 DF No.1&Btr G BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=155/Mechanical, B=209/0-58, D=38/Mechanical Max Horz B=60(LC 8) " Max Uplift C=-55(LC 8), B=-54(LC 8) Max Grav C=155(LC 1), B=209(LC 1), D=80(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES-' (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 Ib down and 55 Ib up at 4-D-12 on top chord, and 12 Ib down and 2 Ib up at 2-0-12, and 13 Ib down and 2 Ib up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (ptf) Vert: A -C=-60, D -E=20 ,Concentrated Loads (lb) Vert: C=92 H=2(B) 1=2(B) N Q�ypFESS/p 9 TE0n w w C 75435 c EXP, 03/31/2018 1 March 24,2017 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. " 1-10-15 - 2 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 3-0-5 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.02 D -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.05 D -G >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix -MP Weight: 13 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.t&Btr G BOT CHORD 2X4 DF No.1&Btr G BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=155/Mechanical, B=209/0-58, D=38/Mechanical Max Horz B=60(LC 8) " Max Uplift C=-55(LC 8), B=-54(LC 8) Max Grav C=155(LC 1), B=209(LC 1), D=80(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES-' (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 Ib down and 55 Ib up at 4-D-12 on top chord, and 12 Ib down and 2 Ib up at 2-0-12, and 13 Ib down and 2 Ib up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (ptf) Vert: A -C=-60, D -E=20 ,Concentrated Loads (lb) Vert: C=92 H=2(B) 1=2(B) N Q�ypFESS/p 9 TE0n w w C 75435 c EXP, 03/31/2018 1 March 24,2017 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing fViiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 - Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Wilson r TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 R50081284 0317-1.13• J02 Jack -Closed 5 1 BC' 0.12 Vert(CT) -0.03 E -F >999 180 BCLL ' 0.0 Rep Stress Incr Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MTek Industries, Inc. Fri Mar 24 11:20:14 2017 Page 1 ID;NNdi b9i3sVnm5tZZgSRslyw7ge-JOnRao7NShgmEioXbulMHQSU77XMfl43A3orl6zxkf7 -1--0 3--12 3-11-11, B-0-0 .1--0 3.6-12 0-4-15 - 4-0-5 f • Scale = 1:18.1 r QQ r L Y n al. A { 4x6 \\ 3x4. _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.01 E -F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC' 0.12 Vert(CT) -0.03 E -F >999 180 BCLL ' 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 . E n/a n/a BCDL 10.0 Code IRC2015lrP12014 Matrix -MP Weight: 35 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. I&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. I&Btr G except end verticals, and 2-0-0 oc purlins: C -D. WEBS 2X4 DF Stud/Std G' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer - Installation guide. REACTIONS. (Ib/size) B=413/0-5-8, E=306/Mechanical Max Horz B=78(LC 7) ' Max Uplift B=120(1_C 8), E -92(1_C 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-437/107 BOT CHORD B -F=111/358, E -F=114/350 WEBS C -E=379/113 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.Bpsf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 Ib uplift at joint B and 92 Ib uplift at joint E. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 Ib down and 89 Ib up at 3-8-8, and 43 Ib down and 70 Ib up at 6-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=60, C -D=60, E -G=-20 QROFESS/pit O.9! T EODOs <'c Q w w C 75435 c m EXP. 03 2018 * �F :•s �P TFOF CAL1F� March 24,2017 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MfTek® connectors. This design is based only upon parameters shown• and is for an individual building component, not a truss system. Before use, the building designer must vertfy the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addgional temporary and permanent bracing �'Y®k' Is always required for stability and to prevent collapse with possible personal injury and property damage. For gereral guidance regarding the fabrication, storage• delivery, erection and bracing of trusses and truss systems, see ANSVTPIf Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Job Truss Truss Type Qty PtyWilson (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 850081285 0317-113 J28 Jack -Open 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT) -0.08 Job Reference (optional) Systems VIUS LllmDer GO, A Anderson, UA 8.100 s Jan 9 2017 MTek Industries, Inc. Fri Mar 24 11:20:25 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-U7xbuZFGs43C208flijxEIONTOGSk29ghGzwvzzXkeq 1 6-0 3-10-3 5-6-0 3-10-3 1-7-13 C D 9 3-9-7 6-2 M5 Plate Offsets (X.Y)— 8:0-0-4.0-0-01 Id Scale = 1:15.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.02 E -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT) -0.08 E -H >860 180 BCLL .0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 C n/a rile BCDL 10.0 Code IRC2015/TPI2014 Matrix -MP Weight: 16 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=274/0-5-8, E=50/Mechanical, C=106/Mechanical Max Horz B=98(LC 8) Max Uplift B=-53(LC 8), C=54(LC 8) Max Grav B=274(LC 1), E=90(LC 3), C=106(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�pF vQO� Ll C 75435 c R EXP. 03/3112018 OF March •24,2017 ® WARNING - VerW design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing lwIypiT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. Far general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Job Truss Truss Type pry Ply Wilson 4 850081286 0317-113 J03 Jack -Open 3 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.11 Job Reference optional byslems rrus Lumoer Lo, Anderson, UA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:14 2017 Page 1 ! ID:NNdi b9i3sVnm5tZZgSRslyw7ge-JOnRao7NShgmEioXbulMHOSSd7TMf3R3A3orl6zXkft 11x0 5.10.15 8-0-0 16 0 5-10-15 2-1-1 a P s p 5-10.3 5-10.3 - 5 11,11 8-0-0 0-1-8 21-5 Plate Offsets (X Y)— 4 LOADING (psf) A Scale= 1:20.3 Id REACTIONS. (Ib/size) B=357/0-3-8, E=80/Mechanical, C=166/Mechanical Max Horz B=135(LC 8) Max Uplift B=-59(LC 8), C=-86(LC 8) , Max Grav B=357(LC 1), E=137(LC 3), C=166(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8,osf; h=25ft; Cal. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 Ib uplift at joint B and 86 Ib uplift at . joint C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. W C 75435 c )V, '* EXP. 03/3112018 March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10103,2015 BEFORE USE. ■ Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and propery, incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additicnal temporary and permanent bracing MiTek* tl Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p/piTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DS849 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 - 5-10.3 5-10.3 - 5 11,11 8-0-0 0-1-8 21-5 Plate Offsets (X Y)— fB:0-8-0 0-1-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.11 E -H >845 - .240 MT20 220/195 TCDL 10.0 Lumber DOL 1:15 BC 0.38 Vert(CT) -0.39 E -H >246 180 BCLL 0.0 Rep.Stress Incr YES WB 0.00 Horz(CT) 0.00 C nla n/a BCDL 10.0 Code IRC2015rrP12014 Matrix -MP Weight: 22 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G r BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommendsthat Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I Installation guide. 1 REACTIONS. (Ib/size) B=357/0-3-8, E=80/Mechanical, C=166/Mechanical Max Horz B=135(LC 8) Max Uplift B=-59(LC 8), C=-86(LC 8) , Max Grav B=357(LC 1), E=137(LC 3), C=166(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8,osf; h=25ft; Cal. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 Ib uplift at joint B and 86 Ib uplift at . joint C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. W C 75435 c )V, '* EXP. 03/3112018 March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10103,2015 BEFORE USE. ■ Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and propery, incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additicnal temporary and permanent bracing MiTek* tl Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p/piTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DS849 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type pry Ply Wilson PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.39 850061287 0317-113 J3A JACK -OPEN 2 1 BC 0.39 Vert(CT) -0.40 D -G >237 180 BCLL 0.0 Rep Stress Incr Job Reference (optional) Jystefrls rens LUMDer LO, tviaerson, LA f— r A 6.SUU S Jan 9 2011 Wax Industries, Inc. Fri Mar 24 11:20:25 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-U7xbuZFGs43C2088ijxEIQJOQCpk29ghGzwvzzXkeq 8-0-0 D 3x4 i 5-10-3 0-1 2.0-5 Plate Offsets (X.Y'— IA:0-2-10.0-1-81 1, Scale = 1:20.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.11 D -G >844 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.39 Vert(CT) -0.40 D -G >237 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 A n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MP Weight: 20 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF N0.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. M1Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size), A=256/0-5-8, D=84/Mechanical, B=172/Mechanical Max Horz A=111(LC 8) Max Uplift A=-20(LC 8), 13=89(LC 8) Max Grav A=256(LC 1), D=138(LC 3), B=172(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; VuI1=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ,PROF / CO J` `iJ1 Z W W C 75435 �. R EXP. 03/31/2018 OFC March 24,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bradng rySiTek• Is akvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Het his. CA 95610 JobTruss SPACING- Truss Type Qty Ply Wilson (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 850081286 0317-113 J38 Roof Special Girder 1 >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT) Job Reference (optional) • JIJlCII1J r"IUJ LUIIIUCI VV, FVIu Crbun, um ts.luu s dan 9 ZUI I MI I ek Industries, Inc. Fn Mar 24 11:20:26 2017 Panel 4-3-11 '0-0-15' 0-9.6 5x6 = 4x8 = - 4x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.02 E -G >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.07 E -G >934 180 , BCLL 0.0 Rep Stress Incr NO WB 0.57 Forz(CT) 0.01 D n/a n/a BCDL 10.0 Code IRC2015rrPI2014 Matrix -MP grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LUMBER- 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom RpFES$/O chord and any other members. 8) A plate rating reduction of 20% has been applied for the lumber members. BRACING - green 9) Refer to for truss to truss connections. Q S girder(s) 10) Provide �(P y Scale = 1:17.1 PLATES GRIP MT20 220/195 Weight: 55 Ib FT = 20% TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD 2X6 DF SS G except end verticals, and 2-0-0 oc purlins: B -C. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) A=1540/0-5-8, D=1526/Mechanical a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Max Horz A=78(LC 24) building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is Max Uplift A-347(11LC 8), D=386(1_C 8) always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB -89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-.1370/319 BOT CHORD A -E=300/1234, D -E=261/1047 ' WEBS B -E-561/2589, B -D=-2569/634 1 NOTES- (13) 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: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except K 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom RpFES$/O chord and any other members. 8) A plate rating reduction of 20% has been applied for the lumber members. QQ N9 � TEoo lF'L green 9) Refer to for truss to truss connections. Q S girder(s) 10) Provide �(P y mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) A=347, D=386. JP C 75435 c,.FT UJ w 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 Ib down and 121 Ib up at EXP. 03/31/2018 4-5-7 on top chord, and 1249 Ib down and 291 Ib up at 1-6-12, and 1249 Ib down and 291 Ib up at 3-6-12 on bottom chord. The * design/selection of such connection device(s) is the responsibility of others. d, (` 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. q \ TFOFCAIUF LOAD CASE(S) Standard March 24,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is ilii iTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB -89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 7777 Greenback Lane Suite 109 Job Truss Truss Type Qty PlyWlson r R50081288 03177113 J3B Roof Special Girder 1 1 t Job Reference (Optional Systems Plus Lumber Go, , Anderson, GA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads'(plf) r . Vert: A -B=-60, B -C=-60, A -D=20 r Concentrated Loads (lb) Vert: B=140(6) H= -1249(F) 1=-1249(F) e T l r y *r ' r y 1 t d.lvu s Jan a L111 / MI I ex mou5oles, Inc. rn mer zq 1 i.zv:4o zv i r rdge G ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-zJV 5uGudNB3gYjHQEAmyyYHgYbTNUgwm7RWkep LI ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY -7473.v. 10/03/2015 BEFORE USE. Design valid for use only with MrrekS connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. V MiTek' 7777 Greenback Lane Job Truss Truss Type Qty DEFL. Wilson (loc) A Ud TCLL . 20.0 Plate Grip DOL 850081289 0317-113 ' J04 Jack -Open 2 [ly� 1 240 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) Job Reference (optional) 751emb r1u5 Lum0er 1,0, rnoerson, LA BAUU S Jan 9 2017 MiTek Industries, Inc. Fd Mar 24 11:20:15 2017 Page 1 ID:NNdi bgi3sVnm5tZZgSRslyw7ge-nCLpn87?D?odssNk9cYbge?ZNOoZOWhCOjXOZYzXkf -11i-0 8-0-0 1 6-0 8-0-0 Scale = 1:25.3 i 7-11-11 7-11-11 - 0-0-5 Plate Offsets (X,Y)— IB:0-2-100-1-81 LOADING (psf) SPACING- f - DEFL. in (loc) A Scale = 1:25.3 i 7-11-11 7-11-11 - 0-0-5 Plate Offsets (X,Y)— IB:0-2-100-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL . 20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) 0.15 D -G >646 240 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.49 D -G >194 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 B n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MP LUMBER- BRACING - �a PLATES GRIP MT20 220/195 Weight: 25 Ib FT = 20% TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD, Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=208/Mechanical, B=415/0-3-8, D=101/Mechanical Max Horz B=172(LC 8) • , I Max Uplift C-117(LC 8), B=72(LC 8) Max Grav C=208(LC 1), B=415(LC 1), D=147(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8pe,,; h=25ft; Cat. II; Exp C;'enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. . 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 Ib uplift at joint C and 72 Ib uplift at joint B. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�OF ESS/0\ T��� w C-75435 c n EXP. 03/31/2018 OF March 24,2017 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/[015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - �• a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is MiTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Crtteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Cbrus Hei Ms, CA 95610 Job Truss Truss Type Qty PlyTJob 20.0 Plate Grip DOL 1.15 TC 0.56 TCDL 10.0 850081290 0317-113 J A JACK -OPEN 4 YES WB 0.00 BCDL 10.0 Code IRC2015rrP12014 Matrix -AS erence (optional) Jy51em5 r-IUS Lumoer Lo, FV10erson, tiA � s V Y v A 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:26 2017 Page 1 I D: N N di_b9i 3sVnm5tZZq S Rsl yw7q e-zJV_5uGud N B 3gYj rl Q EAmyyS SqY MT VPgwvATR QzXkep E-0-0 E-0-0 Scale = 1:25.2 3x4 G c 7-11-11 8�-0 7-11.11 0-0-5 Plate Offsets (X.Y)— [A:0-2-100-1-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.56 TCDL 10.0 Lumber DOL 1.15 BC 0.43 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC2015rrP12014 Matrix -AS LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.16Btr G IA06 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.14 C -F >666 240 MT20 220/195 Vert(CT) -0.47 C -F >204 180 Horz(CT) 0.01 A n/a n/a Weight: 23 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. __ REACTIONS.' (Ib/size) A=317/0-3-8, B=218/Mechanical, C=99/Mechanical Max Horz A=148(LC 8) Max Uplift A=-34(LC 8), B=-121(LC 8) Max Grav A=317(LC 1), B=218(LC 1), C=144(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.Bpsf; BCDL=4;3psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load bf 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A except (jt=lb) B=121. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 0 (1:5'U C 75435 �. * EXP. 03/31/2018 OF March 24,2017 ® WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is'or an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall p � iT®k• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the YUi fabdcabon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Suite 109 Citrus Heights, CA 95 Job Truss Truss Type pry Py Wilson Plate Grip DOL 1.15 TC 0.65 TCDL 10.0 R50081291 0317-113 _ J05 Jack -Open 2 1 YES WB 0.00 BCDL 10.0 Code IRC2015lrP12014 Matrix -MP Job Reference (optional) systems rhrs LumDef co, gl Anderson, CA _ � '8. 100 s Jan 9 2017 Mi- ek Industries, Inc. Fri Mar 24 11:20:15 2017 Page 1 ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-nCLpn87?D?odssNk9cYbge?YUOnBO WhCOjXOZYzXkf 8-M 9-11-11 1$-0 B-0-0 A n LOADING (psf) SPACING -2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 TCDL 10.0 Lumber DOL 1.15 BC 0.47 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC2015lrP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.18Blr G BOT CHORD 2X4 DF No.18Btr G DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.16 E -H >601 240 MT20 220/195 Vert(CT) -0.51 E -H >188 180 Horz(CT) 0.01 B n/a n/a Scale = 1:31.0 Weight: 28 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD ' Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (P=length) B=0-3-8, C=0-3-1. (lb) - Max Horz B=209(LC 8) Max Uplift All uplift 100 Ib or less at joints) D, B except C=153(LC 8) Max Grav All reactions 250 Ib or less at joint(s) D, E except B=421 (LC 1), C=266(LC 1) FORCES. (lb) -.Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; VuIt=11Omph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat, ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, B except 0=1b) C=153. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 11 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/0312015 BEFORE USE. Design.valid for use only with MTek9 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Qj�OFESS/ON9l TEOD Fy �Q sF LuC) C 75435 A * EXP. 03/31/2018 AA FOFCA\0\ _. March 24,2017 MiTek* 7777 Greenback Lane Job, i, Truss Truss Type Ory Ply Wilson .t TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 850081292 0317-113 ' J5A JACK -OPEN 4 1 BC 0.45 Vert(CT) -0.48 D -G >197 180 BCLL 0.0 Rep Stress Incr Job Reference (optional) aysrems rms wmUei vy, mnuersur, Uri A B.1VU s Jan s 2U7_/ MI I etc Incluslnes, Inc. Fn Mar 24 11:20:27 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-RW9MJEHXOhJwliH1s71PJAVcgEtI.Cyfz9aS1 SzXkeo 8-0-0 9-11-11 8.0-0 1-11-11 C 3x5 i D Scale = 1:30.8 LOADING (psf) d 2-0-0 CSI. DEFL. in (loc) I/deft Lid A B.1VU s Jan s 2U7_/ MI I etc Incluslnes, Inc. Fn Mar 24 11:20:27 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-RW9MJEHXOhJwliH1s71PJAVcgEtI.Cyfz9aS1 SzXkeo 8-0-0 9-11-11 8.0-0 1-11-11 C 3x5 i D Scale = 1:30.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.15 D -G >625 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.48 D -G >197 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 A n/a rile BCDL 10.0 Code IRC2015/TPI2014 Matrix -AS Weight: 26 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G - TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. ek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer Fbe Installation guide. REACTIONS. All bearings Mechanical except (jt=length) A=0.3-8, B=0-3-1. (lb) - Max Horz A=185(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) A, C except B=-158(LC 8) Max Grav All reactions 250 Ib or less at joint(s) C, D except A=323(LC 1), B=276(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) A, C except (jt=1b) B=158. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 8) This truss design requires that minimum of 7/16" structural wood sheathing be applied directly to the top chord and % gypsum sheetrock be applied directly to the bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �rC7543TEOl'o5� 5X8 03/31/2018 0 March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473rev. 101032015 BEFORE USE. ■■■ Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additipnal temporary and permanent bracing 1y0oTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Job Truss Truss Type Qty Ply Wilson Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 R50081293 0317-113 J06 Jack -Open 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.51 Job Reference (optional) �Y ... •�� _�����_� ���_�� , v., o.luu s dan a zuw mt i ex Industries, Inc. Fn mar Z4 11:ZU:16 ZU17 Page 1 ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-FOvC?U8d JwUT?ywjJ3gMrYjeo6Q7zwLdNHy5?zXkez -1-0-0 8-0-0 11.0-15 1-0-0 8-0-0 3-0-15 I� A F Scale = 1:33.0 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) 0.16 F -I >599 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.51 F-1 >188 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 B n/a n/a BCDL 10.0 Code IRC2015lrP12014 Matrix -MP Weight: 30 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G BRACING- TOPCHORD BOTCHORD REACTIONS. All bearings Mechanical except (jt=length) B=0-3-8, C=0-31, D=D -1-8. (lb) - Max Horz B=230(LC 8) Max Uplift All uplift 100 Ib or less at joints) E, B, D except C=1156(LC 8) Max Grav All reactions 250 Ib or less at joint(s) E, F, D except B=421(LC 1), 0=270(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.Bpsf; BCDL=4.8pst; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, B, D except (jt=1b) C=156. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. /PROFESS/pit � -TE D �F2 w� C 75435 0 m X * EXP. 03/31/2018 W OFCAOM March 24,2017 ® WARNING • verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111-7473rev. 1 010 312 0 1 5 BEFORE USE. Design valid forum only with MITek® connectors. This design is based only upon parameters shown, and is fcr an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pp�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I iT®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V I fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Oualfty Crtterla, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty Ply Wilson . Scale = 1:34.1 850081294 0317-113 �_ J6A JACK -OPEN 4 1 C - 6.00 12 Job Reference (optional) ayS1ems rlus Lumber Lo, Anderson, GA 8.100 s Jan 9 2017 MITek Industries, Inc. Fri Mar 24 11:20:27 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-RW3MJEHXOhJWiH1s71PJAVcgEtlCyfz9aS1 szXkeo 8-0-0 11-11-11 . .. t 8-0-0 3-11-11 . Scale = 1:34.1 C - 6.00 12 ;r B ' _ Y Ih t f t 3x5 %. E s a Plate Offsets (X,Y)— [A:0-2-100-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.15 TC 0.59 Vert(LL) 0.15 E -H >623 240 MT20 220/195 TCDL ,10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.48 E -H >197 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 A n/a n/a BCDL 10.0 Code IRC2015rrPI2014 Matrix -AS Weight: 29 Ib FT = 20% LUMBER. BRACING- . TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied. _ . Tekrecommends that Stabilizers and required cross bracing e installed during truss erection, in accordance with Stabilizer F stallation guide. r REACTIONS. All bearings Mechanical except O=length) A=0-3-8, B=0-3-1, C=0-1-8. (lb) - Max Horz A=222(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) D, C except B=-161(LC 8) Max Grav All reactions 250 Ib or less at joint(s) D, E, C except A=323(LC 1), B=281(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) t 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.6pst; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ 3) ''This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. t 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, C except (jt=lb) • B=161. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joints) B, C. 9) This truss design requires that a minimum of 7/16° structural wood sheathing be applied directly to the top chord and h" gypsum sheetrock be applied directly to the bottom chord.Q�pFESS/Q�" 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. p q TEO Y Opp, Fy . " r C 75435 c Lo rn EXP. 03/3112018 * TgT�QFCAL\F \ • March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE IWI.7473 rev. 1010312015 BEFORE USE. • Design valid for use only, with MTek® connectors. This design Is based only upon parameters shown, and is fer an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall -Bracing building design. indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing BViiTek' Y is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPIt Oualhy Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Atexandria, VA 22314. Suite 109 Citrus Hal his, CA 95610 Job _ Truss Truss Type Qty Ply Wilson Plate Grip DOL 1.15 TC 0.65 TCDL 10.0 850081295 0317-113' I J07 Jack -Open 1 1 YES WB 0.00 BCDL 10.0 Code IRC2015rrPI2014 ' Matrix -MP Job Reference optional) z)yslems chis LumDer 1;o, Anaerson, (;A 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:16 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-FOvC?U8d_JwUT?ywjJ3gMrYjeo6Q7zwLdNHy5?zXkez -1.6-0 8-0-0 11-11-11 1.6.0 8440 3-11-11 1 A 3x5 E LOADING (psf) SPACING -2-0-0 (loc) CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 TCDL 10.0 Lumber DOL 1.15 BC 0.47 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC2015rrPI2014 ' Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1&Btf G BOT CHORD 2X4 DF No.1&Btr G DEFL. in (loc) Weill Ud PLATES GRIP Vert(LL) 0.16 F -I >598 240 MT20 220/195 Vert(CT) -0.51 F-1 >188 180 HOrz(C.T) 0.01 B n/a n/a Scale u 1:36.4 Weight: 31 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-0-13 except (jt=length) B=0-5-8, F=Mechanical, C=43-1, D=0-1-8. (lb) - Max Horz B=247(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) E, B. D except C=154(LC 8) f Max Grav All reactions 250 Ib or less at joint(s) E, F. D except 13=421 (LC 1), C=267(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections: 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E, D. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, B, D except (jt=lb) C=154. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) E, C. D. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. T EOp< uul LU 075435 c. rn t * EX 1/2018 / March 24,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII.7473 rev. 10/03!2015 BEFORE USE. Design valid for use only with MrFekO connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing f V M is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IpiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Crherla, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. _ Suite 109 Job Truss Truss Type Oty Ply Wilson TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer R50081296 0317-113 J08 Jack -Open 2 1 Max Uplift All uplift 100 Ib or less at joint(s) B, D. E except C=-154(LC 8) Max Grav All reactions 250 Ib or less atjoint(s) G, D. E except B=421(LC 1), C=267(LC 1) 'FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Job Reference (optional) A 3x5 4 d.,uu s Jan u zu1 I MI I eK maustrles, inc. 1-n Mar 24 11:20:17 2017 Page 1 I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-jaSaCp9Flc2L59X6H 1 a3v34uOCSfsOAVs 10VdRzXkey -1-0-0 8-0-0 12-" 1F-0 8-0-0 4-6-0 E F Scale = 1:38.1 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015rrPI2014 CSI. TC 0.65 BC 0.47 WB 0.00 Matrix -MP DEFL. in (loc) I/deft Lid Vert(LL) 0.16 G -J >598 240 Vert(CT) -0.51 G -J >188 180 Horz(CT) 0.01 B n/a n/a PLATES GRIP MT20 220/195 Weight: 32 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except Qt=length) B=D -5-8, G=Mechanical, C=0-3-1. (lb) - Max Horz B=256(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) B, D. E except C=-154(LC 8) Max Grav All reactions 250 Ib or less atjoint(s) G, D. E except B=421(LC 1), C=267(LC 1) 'FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D, E except (lt=1b) C=154. , 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROFESS/pN TEOpOslF2 GO 0 w� C75435CP EXP. 03/3112018 * OF March 24,2017 ® WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ���' Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p A'�®1.• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 711 Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 t Job Truss Truss Typei Qty PlyWlson (loc) I/def] Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 R50081297 0317-113 � J09 Jack -Open 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.51 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 Mi Tek Industries, Inc. Fri Mar 24 11:20:17 2017 Page 1 I D:NNdi_bgi3sVnm5tZZgSRslyw7ge-jaSaCpgFlc2L59X6H 1 a3v34uOCSfsQAVs l OVdRzXkey 8-0-0 12-11-11 8.0.0 4-11-11 d '.p F 3x5 Scale = 1:39.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) 0.16 G -J >598 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.51 G -J >188 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 B n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MP Weight: 33 Ib FT =•20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G BOT CHORD REACTIONS. All bearings 0-1-8 except (jt=length) B=0.5-8, G=Mechanical, C=0-3-1. (lb) - Max Horz B=263(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) B, D, E except C=154(LC 8) Max Grav All reactions 250 Ib or less at joint(s) G, D, E except B=421(LC 1), C=267(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-D-0 oc bracing. Mi Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been.applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D, E except 0=1b) C=154. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. T EOp0s F\ F G) W C 75435 c m EXP. 03131/2018 N\OF CALIF% March 24,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual buildingcomponent, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 A ��®Q.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M 1� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Job Truss Truss Type Qty Ply Wlson Plate Offsets (X,Y)— IB:0-2-10.0-1-81 R50081298 0317-113 J10 Jack -Open 1 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Job Reference optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:18 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-Cn0yQ9AtWwACjJ5Jgk51RGd37cotbtQe4hm29tzxkex 8-0-0 14-11-11 1b-0 8-0-0 6.11-11 T t P 3X5 i Scale = 1:44.8 LUMBER- BRACING - TOP CHORD 2X4 DF No.t&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Bir G BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except (jt=length) G=Mechanical, B=0-5-8, H=Mechanical, C=0-3-1. (lb) - Max Horz B=302(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) G, B, D, E, F except C=-154(LC 8) Max Grav All reactions 2501b or less atjoint(s) G, H, D, E, F except B=421(LC 1), C=267(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.Spsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E, F. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) G, B. D, E, F except (jt=1b) C=154. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 1 CvO0 Fac\ Lin U.1 C 75435 c m EXP. 03/31/2018 * _ *1 OF March 24,2017 ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall piTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V M is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the /p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 8-0-0 8-0-0 Plate Offsets (X,Y)— IB:0-2-10.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) 0.16 H -K >595 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.51 H -K >188 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 B n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix -MP Weight: 36 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.t&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Bir G BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except (jt=length) G=Mechanical, B=0-5-8, H=Mechanical, C=0-3-1. (lb) - Max Horz B=302(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) G, B, D, E, F except C=-154(LC 8) Max Grav All reactions 2501b or less atjoint(s) G, H, D, E, F except B=421(LC 1), C=267(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.Spsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E, F. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) G, B. D, E, F except (jt=1b) C=154. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 1 CvO0 Fac\ Lin U.1 C 75435 c m EXP. 03/31/2018 * _ *1 OF March 24,2017 ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall piTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V M is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the /p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty TCLL Wilson Plate Grip DOL 1.15 TC 0.65 TCDL �Ply1 850081299 0317-113 + J11 Jack -Open 1 1 YES WB 0.00 BCDL 10.0 Code IRC2015rrP12014 Matrix -MP Job Reference (optional) ay5temS 1-1US LUrnVer UO, Pnuerson, Lm tf.1UU s Jan 9 2U1 / MI I eK Industries, Inc. Fn Mar 24 11:20:18 2017 Page 1 I D: N Ndi_b9i3sVnm5tZZg S Rsl yw7ge-Cn0yQ9AtWwACjJ5Jgk5l RGd37cotbtQ e4hm29tzxkex B-0-0 16-11-11 1-0-0 8-0-0 8-11-11 l�F Scale = 1:51.1 3x5 8-0-0 8-0-0 Plate Offsets (X.Y)— IB:0-2-10.0-1-81 LOADING (psf) SPACING -2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 TCDL 10.0 Lumber DOL 1.15 BC 0.47 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC2015rrP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.18Btr G I$ DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.16 J -M >593 240 MT20 220/195 Vert(CT) -0.51 J -M >188 180 Horz(CT) 0.01 B n/a n/a Weight: 39 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MfTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. All bearings 0-1-8 except Qt=length) 1=Mechanical, B=0-5-8, J=Mechanical, C=0-3-1. (lb).- Max Horz B=340(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) I, E, F, G. H except C=-154(LC 8) Max Grav All reactions 250 Ib or less atjoint(s) I, J, E, F. G. H except B=421(LC 1), C=267(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C-270/75 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.Bpsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ;.end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E, F, G, H. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) I, E. F. G. H except (jt=lb) C=154. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, E, F, G, H. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is fol an individual building component, not a truss system. Before use, the building designer must veriy, the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Oualhy Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ,,?,()FESS/pN T EOD �F2 Q F G) W w C75435 c m tr M, EXP. 03/31/2018 qT OFCA�,F March 24,2017 1111 i OBR- 7777 Greenback Lane Suite 109 JobTruss TCLL Truss Type Qty Py Wilson 0.0 BCDL 10.0 1.15 TC 0.65 850081300 0317-113 �% J12 Jack -Open 1 1 1.15 BC 0.47 Vert(CT) -0.51 K -N >188 Job Reference (optional) ayslems anis Lumoer co, Anaerson, t;A 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:19 2017 Page 1 ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-gzaKdVBVGE12KTgVOScX UAEtO86KKgoJLVciKzXkew 16-0 8-M 18-11-11 1-0-0 8-0-0 10-11-11 Creln - � •SR R LOADING (psf) TCLL , 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 R SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d Plate Grip DOL 1.15 TC 0.65 Vert(LL) 0.16 K -N >591 240 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.51 K -N >188 180 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 J n/a n/a Code IRC2015/rP12014 Matrix -MP PLATES GRIP MT20 220/195 Weight: 42 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. F 7ekrecommends that Stabilizers and required cross bracing installedduring truss erection, in accordance with Stabilizer tallation guide. REACTIONS. All bearings 0-1-8 except (jt=length) J=Mechanical, B=D -5-8, K=Mechanical, C=0-3-1. (lb) - Max Horz B=377(LC 8) Max Uplift All upliR 100 Ib or less at joint(s) J, D, F, G, H, I except C=154(LC 8) Max Grav All reactions 250 lb or less atjoint(s) J, K, D, F, G, H, I except B=421(LC 1), C=267(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD B -C=312/75 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.Bpsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, F. G, H. I. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) J, D, F, G. H. I except (n=1b) C=154. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, F, G. H, I. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. „nOFESSm �A TEOpO�q�F\ P� S� G) c1' 2 LU w C 75435 c r EXP. 03/31/2018 March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03!2015 BEFORE USE. ■ Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not , a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing W R1Te l.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �V 9 fi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB.89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Pty (loc) I/def] L/d o TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 R50081301 FJbR 0317-113 ' J13 Jack -Open 1 1 BC 0.47 Vert(CT) -0.51 L -O >188 180 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. BCLL 0.0 Rep Stress Incr rence (optional) systems rlus Lumoer co, J 4 - •' Anderson, UA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:19 2017 Page 1 I D: N Ndi_bgi3sVnm5tZZg S Rslyw7q e-gza KdVB VGE 12KTgVOScX_UAEl086KKgoJ LVciKzXkew -1.6-0 8-0-0 20-11-11 16-0' 8-0-0 12-11-11 6.00 12 J K Scale = 1:62.1 L LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) 0.16 L -O >589 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.51 L -O >188 180 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 K n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix -MP 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) K, D, E, G. H. I, J Weight: 45 Ib FT = 20% LUMBER- 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, G, H, I, J. BRACING. RCFESSl_ ,TOP CHORD 2X4 DF No.1&Btr G TEOOOsl<< TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. UI wP MTek recommends that Stabilizers and required cross bracing EXP. 03/31/2018 be installed during truss erection, in accordance with Stabilizer OF CAN -W Installation guide. REACTIONS. All bearings 0-1-8 except (jt=length) K=Mechanical, B=0-5-8, L=Mechanical, C=0-3-1. (lb) - Max Horz B=414(LC 8) MaxUplift All uplift 100 Ib or less at joints) K, D. E, G, H. I, J except C-154(LC 8) Max Grav All reactions 250 Ib or less at joints) K, L, D, E, G, H. I, J except B=421(LC 1), C=267(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=353/75, C -D=251/19 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8pst; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E. G. H. I, J. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) K, D, E, G. H. I, J except Qt=1b) C=154. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, G, H, I, J. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. RCFESSl_ TEOOOsl<< C 75435 0 UI wP EXP. 03/31/2018 OF CAN -W March 24,2017 ® WARNING - Verlfy design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M,Tek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing fy,OT®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Dually Criteria, DSB-89 and BCS, Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 JobTruss GRIP Truss Type Qty Ply Wilson ' Vdefl Ud TCLL 20.0 Plate Grip DOL R50081302 0317-113 J14 Jack -Open 1 1 240 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) Job Reference (optional) aysrems rens LUnit)er -,,u, Pnuerson, LA - 6.100 Sian 9 2017 Mi t eK industries, Inc. Fn Mar 24 11:20:21 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-cMi52BCmorYmangtWsf73vFaNpgaoEA5nfjmCzXkeu 1 6-0 8 0-0 194-3 6.00 F12 J Scale = 1:57.6 H 3.4 i ' G E F. 3x5 i ass LOADING (psf)SPACING- GRIP 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) 0.16 K -N >591 240 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.51 '* K -N >188 180 BCLL 0.0 ' Rep Stress Incl YES WB 0.00 Horz(CT) -0.01 J n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MP LUMBER- BRACING - PLATES GRIP MT20 220/195 Weight: 43 Ib FT = 20% TOP CHORD 2X4 DF No.1&Btr G, TDP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&BV G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Fb ek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer stallation guide. REACTIONS. All bearings 0-1-8 except (jt=length) J=Mechanical, B=0-5-8, K=Mechanical, C=0-3-1. (Ib) - Max Horz B=384(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s) J, D, E, G, H, I except C -154(11_C 8) Max Grav All reactions 250lb or less atjoint(s) J, K. C. E, G, H, I except B=421(LC 1), C=267(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-319/75 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.Bpsf; BCDL=4.8psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fd between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E. G. H. I. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) J, D, E. G. H. I except (jt=lb) C=154. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, G, H, I. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. P ® WARNING - Verfy design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEWI.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property+ncorporete this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. •Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlr PII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. w .(Ul C 75435 6)r' EXP. 03/31/2018 OF March 24,2017 MiTek' 7777 Greenback Lane Job Truss Truss Type city PlyWilsonR50081303 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0317-113 J15 Jack -Open 1 1 ' >188 180 WB 0.00 Horz(CT) Job Reference o tional Systems Plus Lumber Co, i Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:22 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-4YGTFXDOZ9hdBwP43aAEc6ol7DApXhPE7JkGlf7Xket 8-0-0 17-4-3 11 8-0-0 94-3 c? < 3x5 6.00 F1_2 I 8-0-0 6-0-0 Plate Offsets (X,Y)— IB:0-2-10,0-1-81 " LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IRC2015rrP12014 LUMBER - TOP CHORD 2X4 DF NO.1 &Btr G BOT CHORD 2X4 DF No.1&Btr G Scale = 1:52.1 CSI. DE FL. in (loc) I/deft Lid PLATES GRIP TC 0.65 Vert(LL) 0.16 J -M >593 240 MT20 220/195 BC 0.47 Vert(CT) -0.51 J -M >188 180 WB 0.00 Horz(CT) 0.01 B n/a n/a Matrix -MP Weight: 40 Ib FT = 20% BRACING- TOPCHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except (jt=length) 1=Mechanical, B=0-5-8, J=Mechanical, C=0.3-1. (lb) - Max Horz B=347(LC 8) MaxUplift All uplift 100 Ib or less at joint(s) 1, D, F. G, H except C=-154(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, J, D, F, G, H except B=421 (LC 1), C=267(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP -CHORD B -C=-278/75 NOTES- (9) 1) Wind: ASCE, 7-10; Vult=110mph 13 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf;, h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zcne; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load non6oncurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, F, G, H. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) I, D, F, G, H except Gt=1b) C=154. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, F, G. H. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. I ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. - Design valid for use only with MTek6 connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS9TPI1 Quality Criteria, DSB-69 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. QROFESS/pN TE q<<c QUO OZ9, CO w C 75435 c m rn EXP. 03/31/2018 OF CA0. March 24,2017 MiTek' 7777 Greenback Lane Suite 109 Citrus Heights, CA 95610 Job Truss Type pry Ply Wilson 1.15 Fruss TCDL 10.0 Lumber DOL 1.15 850061304 0317-113 Rep Stress Incr Jack -Open 1 1 Code IRC2015/TP12014 Matrix -MP LUMBER - B n/a n/a Job Reference (optional) ays,ems crus urrnuer U0, rvluerson, VM 8.1UU s Jan 9 2017 MITek Industries, Inc. Fri Mar 24 11:20:22 2017 Page 1 I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-4YGTFXDOZ9hdBwP43aAEo6ol7DApXhPE7JkGlfzXket 8-0-0 154-3 11i 0 8-0-0 7-0-3 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 TCDL 10.0 Lumber DOL 1.15 BC 0.47 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC2015/TP12014 Matrix -MP LUMBER - B n/a n/a TOP CHORD 2X4 OF No. 1&Btr G BOT CHORD 2X4 DF No. 1&Btr G DEFL. in (loc) Vdefl Ud PLATES GRIP. Vert(LL) 0.16 H -K >595 240 MT20 220/195 Vert(CT) -0.51 H -K >188 180 Horz(CT) 0.01 B n/a n/a Scale = 1:45.8 Weight: 37 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. EOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing b . installed during truss erection, in accordance with Stabilizer Installation guide. rccma r rvrva. All bearings o-1-8 except (jt=length) G=Mechanical, B=0-5-8, H=Mechanical, C=0-3-1. (lb) - Max Horz B=309(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) G, B, D, E, F except C=-154(LC 8. Max Grav All reactions 250 Ib or less at joints) G, H. D, E, F except B=421(LC 1), C=267(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- .(9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.Bpsf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E, F. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) G, B, D, E, F except 0t=1b) C=154. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. c.—. r F LULU C'75435 c rn *. EXP. 03/3112018 P FCFCAU�� March 24,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGEMO.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to orevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A /0 �4e1.• , is always required PoV®r stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M i Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Job Truss Truss Type City Ply Wilson building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek' R50081305 0317-113 J17 Jack -Open 1 1 Cftrus Hel his. CA 95610 LOADING (psf) Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:23 2017 Page 1 i ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-YkgrTtEOKSpUp4_GdHhT8KKvtdV2GBfNEzTpr5zXkes 8.0-0 134-3 8-0-0 } 5-4-3 3x5 Ig Scale = 1:40.4 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings Mechanical except Ot=length) B=0-5-8, C=0-3-1, D=0-1-8, E=0-1-8. (lb) - Max Horz B=272(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) F, B, D, E except C=154(LC 8) Max Grav All reactions 250 Ib or less at joint(s) F, G, D, E except B=421(LC 1), C=267(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.Bpsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) F, B, D, E except (jt=1b) C=154. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D. E. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. /Q?,OF ESS/ON 1E00LO e, wQ C 75435 0 m EXP. 03/31/2018 * / OF March 24,2017 ® WARNING - Vwffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1010312015 BEFORE USE. valid for use onlywith MfTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not NO[ 8-0-0 8-0-0 a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek' Plate Offsets (X,Y)— fB:0-2-10,0-1-81 fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPI1 Quality Crtteria, DS849 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Cftrus Hel his. CA 95610 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) 0.16 G -J >597 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.51 G -J >188 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 B n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MP Weight: 34 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings Mechanical except Ot=length) B=0-5-8, C=0-3-1, D=0-1-8, E=0-1-8. (lb) - Max Horz B=272(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) F, B, D, E except C=154(LC 8) Max Grav All reactions 250 Ib or less at joint(s) F, G, D, E except B=421(LC 1), C=267(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.Bpsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) F, B, D, E except (jt=1b) C=154. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D. E. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. /Q?,OF ESS/ON 1E00LO e, wQ C 75435 0 m EXP. 03/31/2018 * / OF March 24,2017 ® WARNING - Vwffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1010312015 BEFORE USE. valid for use onlywith MfTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not NO[ a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal injury and property damage. For gereral guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPI1 Quality Crtteria, DS849 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Cftrus Hel his. CA 95610 C Job Truss Truss Type Qty Ply Wilson I 1.15 TC 0.65 TCDL 10.0 850081306 0317-113 J18 Jack -Open 1 1 YES WB 0.00 BCDL 10.0 Code IRC2015rTP12014 Matrix -MP Job Reference (optional) systems Flus Lumoer to, } r 1 I Anderson, l;A S.IUU S Jan 9 "2U17 Mil eK Indusmes, mc. Fn Mar 24 11:2023 2017 Pagel ID:NNdi b9i3sVnm5tZZgSRslyw7ge-YkgrTtEOKSpUp4_GdHhT8KKvtdV2G8fNEzTpr5zXkes 8.0-0 11-4-3 1 b-0 8.0.0 3.4.3 A 3x5 Scale = 1:34.7 E. LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 TCDL 10.0 Lumber DOL 1.15 BC 0.47 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC2015rTP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1&BtrG BOT CHORD 2X4 DF No.1&Btr G DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.16 F -I >599 240 MT20 220/195 Vert(CT) -0.51 F -I >188 180 Horz(CT) 0.01 B n/a n/a Weight: 30 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ' All bearings Mechanical except (jt=length) B=0-5-8, C=0-3-1, D=0-1-8. (Ib) - Max Horz B=235(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s) E, B, D except C=154(LC 8) Max Grav All reactions 250 Ib or less atjoint(s) E, F, D except B=421(LC 1), C=267(LC 1) ' FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9)' 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, B, D except (jt=1b) C=154. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROFESS/0� O''(EOp�s�Fti CO ( w C 75435 m LU EXP. 03131/2018 March 24,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing nl1 iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job i Truss Truss Type Qty Ply Wilson 1.15 TC 0.65 TCDL 10.0 Lumber DOL 1.15 850081307 0317-113 '� J19 Jack -Open 1 1 Code IRC20151TPI2014 1 LUMBER - Job Reference (optional) oyslems F9U5 Lumber 1.0, r , c f Fvtaerson, UA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:24 2017 Page 1 I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-0xNDgDEe5mxLREZSB7CihXt4d t rH7bvXTdDNNXzXker 16-0 8-0-0 91 11i-0 • 8-0-0 1 1113 A 3x5 r n LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 TCDL 10.0 Lumber DOL 1.15 BC 0.47 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC20151TPI2014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No. 1&Bir G BOT CHORD 2X4 OF No.1 &Btr G V lg d u% DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) 0.16 E -H >601 240 MT20 220/195 Vert(CT) " -0.51 E -H >188 180 Horz(CT) 0.01 B n/a n/a Scale = 1:29.3 Weight: 27 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt=length) B=0-5-8, C=0-3-1. (lb) - Max Horz B=197(LC 8) ' Max Uplift All uplift 100 Ib or less at joint(s) D, B except C-142(LC 8) Max Grav All reactions 250 Ib or less at joints) D, E, C except B=421(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. (8) 1) Wind: ASCE_7-10; Vult=110mph ;3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, B except (n=lb) C=142. 1 7) Beveled plate or shim required tc provide full bearing surface with truss chord at joint(s) C. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. W C 75435 * EXP. 0313112018 OF March 24,2017 ® WARNING - Ver11y design parameters end READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGEMII.7473 rev. 10/03/2016 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 9 V 9 C Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms. CA 95 Job j Truss Truss Type Qty Ply Wilson 44850081308 TCLL 20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.01 0317-113 f K01 Jack -Closed Girder 5 1 BC 0.21 1 D -G >999 180 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. BCLL 0.0 Rep Stress Incr NO Job Reference (optional) aystems MUS Luoer uo, Anoerson, UA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:28 2017 Page 1 I mID:NNdi b9i3sVnm5tZZgSRslyw7ge-vidkWal99 RnvrsEQrHerNlv3eHlxPv7OEBaWIzxken 1-6-121-11-11 4.0.0 11112 0-0-15 2.0-5 Scale = 1:10.6 1%6 LOADING (psf) SPACING- 2-0-0 NOTES- (9) CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.01 D -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 4) A plate rating reduction of 20% has been applied for the green lumber members. BC 0.21 Vert(CT) -0.02 D -G >999 180 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 C n/a n/a BCDL. 10.0 Code IRC2015rrP12014 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Matrix -MP LOADCASE(S) Standard OQR�FESS/0�9 1� TEOp� �Fti s�� Weight: 11 Ib FT = 20% LUMBER- (plf) BRACING - Vert: A -C=60, D -E=20 TOP CHORD ,2X4 DF No.t&Btr G Concentrated Loads (lb) Vert: C=8(F) H=2(F) TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ' (Ib/size) C=54/Mechanical, B=209/0-38, D=27/Mechanical Max Horz B=60(LC 8) Max Uplift C=-35(LC 6), B=-54(LC 8) Max Grav C=86(LC 27), B=209(LC 1), D=57(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf, h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 Ib down and 68 Ib up at 1-11-2 on top chord, and 12 Ib down and 2 Ib up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOADCASE(S) Standard OQR�FESS/0�9 1� TEOp� �Fti s�� 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads JQQ' G)P (plf) o C 75435 R Vert: A -C=60, D -E=20 W C a Concentrated Loads (lb) Vert: C=8(F) H=2(F) * EXP 3(;11/2018 \\F OF March 24,2017 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M 1.7473 rev. 101=01S BEFORE USE. *R Design valid for use only with MITek® ccnnectors. This design is based only upon parameters shown, and is for an Individual bullding component, not BB a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall Mi iTek� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Crtterla, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his, CA 95610 Job 4 Truss Truss Type Qty B r R50081309 0317-113 � K02 Jack -Open 5 [lyWISOIt 1 Job Reference (optional) 'Systems Plus Luttmber. Go, l 7 f � r Anderson, GA. tsauu s Jan v zui I MI I eK industries, Inc. rn mar L4 11:Lu:Lt1 cul / rage l I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-NuB6jwlnwlZeX?RQ_Yot0ba4f2bogs8Gcux82lzXkem 1 6 0 I 4-0-0 Scale = 1:15.7 PLATES GRIP MT20 220/195 Weight: 14 Ib FT = 20% TOP CHORD 1'2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD ``2X4 OF Stud/Std G EOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. t MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer r Installation guide. REACTIONS. t (Ib/size) C=97/Mechanical, B=264/0-5-8, D=43/Mechanical Max Horz B=97(LC 8) Max Uplift C=-53(LC 8), B=-58(LC 8) Max Grav C=97(LC 1), B=264(LC 1), D=68(LC 3) t FORCES. (Ib) -Max. Comp./Max. Tena- All forces 250 (lb) or less except when shown. NOTES. (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 • 2) This truss has been designed for a 10.0 psf bottom chord live load noncdncurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r r. k A t ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03)2015 BEFORE USE. Design valid for use only with Mi ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additicnal temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Crtterla, OSS -89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. H QFIOF C 75435 c rr EXP. 03/31/2018 CAUL" March 24,2017 MiTek' 7777 Greenback Lane Suite 109 B S , } A 3x4 = ' LOADING I (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) , Udefl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 D -G >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(CT) -0.03 D -G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MP LUMBER- 1 BRACING - Scale = 1:15.7 PLATES GRIP MT20 220/195 Weight: 14 Ib FT = 20% TOP CHORD 1'2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD ``2X4 OF Stud/Std G EOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. t MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer r Installation guide. REACTIONS. t (Ib/size) C=97/Mechanical, B=264/0-5-8, D=43/Mechanical Max Horz B=97(LC 8) Max Uplift C=-53(LC 8), B=-58(LC 8) Max Grav C=97(LC 1), B=264(LC 1), D=68(LC 3) t FORCES. (Ib) -Max. Comp./Max. Tena- All forces 250 (lb) or less except when shown. NOTES. (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 • 2) This truss has been designed for a 10.0 psf bottom chord live load noncdncurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r r. k A t ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03)2015 BEFORE USE. Design valid for use only with Mi ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additicnal temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Crtterla, OSS -89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. H QFIOF C 75435 c rr EXP. 03/31/2018 CAUL" March 24,2017 MiTek' 7777 Greenback Lane Suite 109 Job Truss Truss Type y - I 1 Wilson Wrence PLATES GRIP TCLL 20.0 r 1.15 [ly 850081310 0317-113 t K03 Jack -Open 3city ' 1 BC 0.28 Vert(CT) -0.03 E -H >999 180 t BCLL 0.0 ' Rep Stress Incr (optional) oyai ua clue wawa w, y - I 1 (loc) I/deb Ud PLATES GRIP TCLL 20.0 r 1.15 TC 0.13 Vert(LL) -0.01 E -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL } BC 0.28 Vert(CT) -0.03 E -H >999 180 t BCLL 0.0 ' Rep Stress Incr -u.. �m o.luu S Jan v zul r mi I ex Inoustnes, Inc. Fn Mar 24 11:20:29 2017 Page 1 I D:N N di_b9i 3sVnm5tZZq S Rslyw7q e -Nu B6jwl nwIZeX7RQ_YotOba 3Q2bSg s8Gcux821zXkem -71i-0 4-M 5-11-11 4.0.0 1-11-11 A 3x4 = Scale = 1:20.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 E -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.03 E -H >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MP Weight: 17 Ib FT = 20% LUMBER- BRACING. TOP CHORD ,2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2X4 DF Stud/Std G i BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Kt:At.I IVIV,. All bearings Mechanical except (jt=length) 8=0-5-8, C=0-3-1. (lb) -I Max Horz B=134(LC 8) r r Max Uplifl All uplift 100 Ib or less at joint(s) D, B, C Max Grav All reactions 250 Ib or less at joint(s) D, E. C except B=269(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.' NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord -in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, B, C. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. � r ® WARNING - Verfrydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NUI -7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. i u, W C ""' c m EXP. 03/31/2018 F�FCAI.IFOEL March 24,2017 MiTek- 7777 Greenback Lane Suite 109 Job [B:0-0-4.0-0-01 Truss Truss Type Qty Pty Wilson SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP 850081311 0317-113 1.15 K04 Jack -Open 1 1 TCDL 10.0 Lumber DOL 111 BC 0.28 Vert(CT) -0.03 . F -I >999 180 Job Reference (optional) Systems Plus Lumber Co, j k , 1 } r t t - r Anaerson, LA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fn Mar 24 11:20:30 2017 Page 1 I D: N N di—b9i3sVnm5tZZq S Rs I yw7ge-r51 UxGJ P hch V99OcXFJ 6wo7EARxh P I OPrYgha BzXkel 4-0-0 7-1-15 1 Fro 4-0-0 3-1-15 Scale: 12"=1' r A 1 3x4 = 4-0-0 4-0-0 Plate Offsets (X.Y)— [B:0-0-4.0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 F -I >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.03 . F -I >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 E n/a n/a BCDL 10.0 Code IRC20151TPI2014 Matrix -MP Weight: 19 Ib FT = 20% i LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt=length) B=0-5-8, C=0-3-1, D=0-1-8. . (lb) ; Max Horz B=156(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) E, B, C, D Max Grav All reactions 250 Ib or less at joint(s) E, F. C. D except B=269(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide willYn between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, B. C, D. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. S s , r 1- ( ® WARNING - VerBy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mnek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 075435 c a EXP. 03/31/2018 March 24,2017 MiTek^ 7777 Greenback Lane Suite 109 Job SPACING- Truss Type Qty PlyFjob son �• 1 T Ud TCLL 20.0 Plate Grip DOL 850081312 0317-113 Jack -Open 1 >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT) Reference (optional) A d.IUU s Jan to ZUl / MI I eK Inaustnes, Inc. Fn mar Z4 11:20:JU 2077 Pagel I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-r51UxGJPh&V99OcXFJ6wo7FFRxkPIOPrYghaBzXkel -1Fi-0 44)-0 5-0-15 1F-0 4-0-0 14.15 LOADING (psf) SPACING- 2-0-0 CSI. - DEFL.' in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) , -0.01 E -H >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT) 0.03 E -H >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IRC2015lrP12014 Matrix -MP LUMBER- 1 BRACING - Scale = 1:19.4 PLATES GRIP MT20 220/195 Weight: 16 Ib FT = 20% TOP CHORD 2X4 DF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD . 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. h MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.' All bearings Mechanical except (jt=length) B=0-3-8, C=0-1-8. (lb) - Max Horz B=124(LC 8) 1 Max Uplift All uplift 100 Ib or less at joint(s) D, B, C t Max Grav All reactions 250 Ib or less at joint(s) D, E, C except B=268(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; VuIt=11Omph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1'.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide ' will rd between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, B, C. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use onlywith MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propertl incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. Forgeneral guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. March 24,2017 MiTek' 7777 Greenback Lane Job S Truss Truss Type Qty Ply Wilson P FT = 20% R50081313 0317-113 •. � `•= L01 Jack -Open 4 1 , ' 1 Job Reference (optional) systems rhls Lumoer co, Anaerson, UA(i _ 8.100 s Jan 92017 MiTek Industries, Inc. Fri Mar 24 11:20:30 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-r51UxGJPhchV99OcXFJ6wo7FmRTsPIOPrYghaBzxkel -1 b-0 1-10.8 1-11-11 1.6-0 1-10.8 0-1- Scale = 1:10.7 PLATES GRIP MT20 220/195 Weight: 8 Ib FT = 20% - `t , f, •^ C 6.00 12 , B . a ` 3x4 -= D , - 1-10-8 1-10-8 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 G >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(CT) -0.00 G >999 180 o BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT), -0.00 D n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MP ' LUMBER- BRACING - Scale = 1:10.7 TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2X4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. f ' b Tek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer tallation uide. REACTIONS. ! (Ib/size) C=33/Mechanical, B=202/0-3-8, D=9/Mechanical ' Max Horz B=60(LCB) I Max Uplift C=-18(LC 8), B=-59(LC 8) + i Max Grav C=33(LC 1), B=202(LC 1), D=28(LC 3) .. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ' NOTES. (7) 1 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide' will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r ®WARNING - Vadfy design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI -7473 rev. 10/03)2015 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incoporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality CAteria, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. r t pRpFESS/pN ��� T EOD CO 0 w wm P C 75435 FC. fr r EXP. 03131/2018 OFC March 24,2017 MiTek' 7777 Greenback Lane 1 PLATES GRIP MT20 220/195 Weight: 8 Ib FT = 20% TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2X4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. f ' b Tek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer tallation uide. REACTIONS. ! (Ib/size) C=33/Mechanical, B=202/0-3-8, D=9/Mechanical ' Max Horz B=60(LCB) I Max Uplift C=-18(LC 8), B=-59(LC 8) + i Max Grav C=33(LC 1), B=202(LC 1), D=28(LC 3) .. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ' NOTES. (7) 1 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide' will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r ®WARNING - Vadfy design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI -7473 rev. 10/03)2015 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incoporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality CAteria, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. r t pRpFESS/pN ��� T EOD CO 0 w wm P C 75435 FC. fr r EXP. 03131/2018 OFC March 24,2017 MiTek' 7777 Greenback Lane 1 Job I Truss Truss Type Qty PlyWilson LUMBER- BRACING - a TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. d MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 850081314 0317-113 � � L02 Jack -Open 4 1 Max Uplift All uplift 100 Ib or less at joint(s) D, B, C Max Grav All reactions 250 Ib or less at joints) D, B, E. C FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Job Reference (optional) Jyslems rltls LUMDer t.0, i Fvloerson, t A BAUD s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:31 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-JHJs8cKlSvpLmJbo5zgLTOfOWrL581eZ4COE7dzXkek -1F-0 1-10-8 3-11-11 1-" 1-10-8 2-1-3 Scale: 3/4"=1' LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.09 BC 0.01 WB 0.00 Matrix -MP DEFL. in (loc) Vdefl Ud Vert(LL) -0.00 H >999 240 Vert(CT) -0.00 H >999 180 Horz(CT) -0.00 D n/a n/a PLATES GRIP MT20 220/195 Weight: 11 Ib FT = 20% LUMBER- BRACING - a TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. d MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. r A LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.09 BC 0.01 WB 0.00 Matrix -MP DEFL. in (loc) Vdefl Ud Vert(LL) -0.00 H >999 240 Vert(CT) -0.00 H >999 180 Horz(CT) -0.00 D n/a n/a PLATES GRIP MT20 220/195 Weight: 11 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2X4 OF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt=length) B=0.3-8. (lb) - Max Horz B=97(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) D, B, C Max Grav All reactions 250 Ib or less at joints) D, B, E. C FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8,psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 ' 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas Where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, B. C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. p\�pF ESS/ON - EOpOs e, �c W w� C 75435 m o: 1/2018 I OF March 24,2017 ® WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERENCE PAGE M11.7473 rev. 101=015 BEFORE USE. SAM valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an irdividual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the !V C E fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job f? Truss Truss TypeQty - 6.00 12 C Ply Wilson n { R50081315 0317-113 { 'i' L03 Jack -Open q 1 c4 i Job Reference (optional) ay5tem5 rru6 Lumoer t,o, Pnuerson, uA tJ. uu S Jan 9 2U7 r Mil eK Industries, Inc. Fn Mar 24 1120:31 2017 Page 1 ID:NNdi_b9i3sVrim5tZZgSRslyw7ge-JHJs8cK1 SvpLmJbo5zgLTOfO WrL58leZ4COE7dzXkek .. 4 W -1$-0 5-11-11 1-M 1-10-8 4-1-3 +( +' - 6.00 12 C D n { c4 B A • 3x4 = F 1-10$ 1 LOADING (psf) SPACING- 2-D-0 CSI. DEFL.• in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL . 1.15 TC 0.09 Vert(LL) ' -0.00 1 >999 240 ' TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(CT) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 E n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MP Scale = 1:21.1 PLATES GRIP MT20 220/195 Weight: 14 Ib FT= 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. I&Btr G 1 TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2X4 DF No. I&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing ! be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS! All bearings Mechanical except (jt=length) B=0-3-8, D=0-3-8. (lb)Max Horz B=134(LC 8) Max Uplift All uplift 1001b or less atjoint(s) E, B, C,'D Max Grav All reactions 250 Ib or less at joints) E, B, F. C. D FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. j • NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II;, Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate +grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fn between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, B, C, D. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) D. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Qj(()FESS/ON. '� EOD 9�F� P W W C 75435 '0 m rn I * EXP. 03/3112018 ' r TgTFOFCAOU r March 24,2017 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing 1yOiT�r IC• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights. CA 95610 Job + Truss Truss Type Qty Ply Wilson 1 LOADING (psf) SPACING- 2-0-0 CSI. R50081316 0317-113 1 M1 Jack -Closed Girder 1 . 1 Vert(LL) -0.01 E -F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MTek Industries, Inc. Fri Mar 24 11:20:33 2017 Page 1 ( ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-FfQdZILHzX330dlBDOspYRijmf focisXWvLBWzXkei -1.6.0 3.6-12 3-11-11 8-0-0 1-6-0 3-6-12 0 41 i 5 4-0-5 4x6 \\ Scale = 1:18.1 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD B -C=618/110 BOT CHORD B -F=120/523, E -F=125/511 WEBS C -E=553/121 a12 12 NOTES- (12) B-0-0 4-5-4 Plate Offsets (X Y)— IB:Edge 0-0-41 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.01 E -F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.05 E -F >999 180 . BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.01 E n/a n/a , o C 75435 R BCDL 10.0 Code IRC20151TPI2014 Matrix -MP EXP. 03/31/2018 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus.Lumber Co. Weight: 35 Ib FT = 20% LUMBER- BRACING - FOFGAl1F� TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. t&BV G except end verticals, and 2-0-0 oc purlins: C -D. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=489/0-3-8, E=411/Mechanical Max Horz B=78(LC 7) Max Uplift B=-1 21 8), E—l05(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD B -C=618/110 BOT CHORD B -F=120/523, E -F=125/511 WEBS C -E=553/121 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. ' 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection '(by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) . B=121, E=105. 9) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) OQtp,OFESS/O�q �Q�' O T E000 lF2 or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 Ib down and 57 Ib up at 3-8-8, and 66 Ib down and 97 Ib up at 6-0-12 on top chord, and 23 Ib down at 2-0-12, and 30 Ib down at 4-0-12, and 31 Ib down at o C 75435 R 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. L W C rr 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). EXP. 03/31/2018 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus.Lumber Co. k LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 FOFGAl1F� March 24.2017 =pg%yleqSjLpane ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing A A��®1.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M11� Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Crtterla, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Suite 109 Citrus Hei his, CA 95610 Job Truss Truss Type Qty Pry Wilson 850081316 0317-113 � M1 Jadc-Closed Girder 1 1 " Job Reference (optional) Systems Plus Lumber Co, - Anderson, CA LOAD CASE(S) Standard Uniform Loads (plf) Vert: A -C=-60, C -D=60, E -G=20 ' Concentrated Loads (lb) Vert: C=85 J=-42 K= -7(F) L= -23(F) M= -25(F) 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:33 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-FfQdZILHzX330dlBDOspYRljmf fccisXWvLBWzXkei I r I ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mil -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propert7 incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the uIR fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSPII Quality Crtterla, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. � I MiTek' 7777 Greenback Lane Systems Plus Lumber Co, - Anderson, CA LOAD CASE(S) Standard Uniform Loads (plf) Vert: A -C=-60, C -D=60, E -G=20 ' Concentrated Loads (lb) Vert: C=85 J=-42 K= -7(F) L= -23(F) M= -25(F) 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:33 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-FfQdZILHzX330dlBDOspYRljmf fccisXWvLBWzXkei I r I ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mil -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propert7 incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the uIR fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSPII Quality Crtterla, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. � I MiTek' 7777 Greenback Lane Job SPACING- 2-0-0 Truss Truss Type Qty (loc) I/deft Lid PLATES GRIP TCLL , 20.0 Plate Grip DOL 1.15 TC 0.25 �PtyIWilson0317-113 850081317 G -J >999 M2 Roof Special 1 Lumber DOL 1.15 Vert(CT) -0.08 G -J >999 180 Job Reference o tional Systems Plus Lumber Co, Anderson, CA A 5-6-12 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:34 2017 Page 1 6-11-07-3$ 8-0-0 0-11-9 0� 0$M 4x4 i 2x4 II 5x6 = M d N Scale = 1:21.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL , 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) 0.03 G -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.08 G -J >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 F n/a n/a BCDL 10.0 Code IRC2015rrPI2014 Matrix -MP Weight: 40 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) B=413/0-3-8, F=306/Mechanical Max Horz B=118(LC 26) Max Uplift B=94(LC 8), F=45(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-302/33 WEBS D -G=-54/284, D -F=308/61 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): C -D. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) B, F. 9) Graphical purlin representation does not depictthe size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9 Ib down and 9 Ib up at 5-11-10, and 8 Ib down and 8 Ib up at 7-2-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-60, C -D=60, D -E=-60, F -H=-20 Q�pFESS/p\ T 9e .w C 75435 c n * EXP. 03/31/2018 March 24,2017 ® WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property inwrporate this design into the overall piTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing N is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the /p fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job.Truss SPACING- Truss Type City Ply Wilson 1.15 TC 0.29 TCDL 10.0 Lumber DOL 1.15 850081318 0317-113 M3 Jack -Closed 1 1 Code IRC2015lrP12014 Matrix -MP LUMBER-' TOP CHORD 2X4 DF No.1&Btr G Job Reference (optional) Anderson, cA 6.100 s Jan 9 2017 Mi -Tek Industries, Inc. Fri Mar 24 11:20:35 2017 Page 1 I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-C2YN_zNYV8JnFwvaKpvHdsg3WSe04Y787gOSGOzXkeg 5512 -11-11 8-M 5-6-12 0-4-15 A Scale = 1:20.7 4x6 \\ 2x4 11 3x5 i Zxv i 3x4 = LOADING (pso SPACING- 2-0-0 CSI. .TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 TCDL 10.0 Lumber DOL 1.15 BC 0.27 BCLL 0.0 Rep Stress Incr YES WB 0.10 BCDL 10.0 Code IRC2015lrP12014 Matrix -MP LUMBER-' TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No. 1&Btr G WEBS 2X4 DF Stud/Std G t 9 DEFL. in (loc) I/defl . Ud PLATES GRIP Vert(LL) -0.03 E -H >999 240 MT20 220/195 Vert(CT) -0.09 E -H >999*' 180 Horz(CT) 0.00 D n/a n/a Weight: 34 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 60-0 oc purlins, except end verticals, and 2-0.0 oc purlins: B -C. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=317/0-3-8, D=321/Mechanical Max Horz A=103(LC 7) Max Uplift A=-64(LC 8), D=-74(LC 5) 'FORCES. (lb) = Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-322/54 WEBS B -D=-354/93 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-60 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, D. 9) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 Ib down and 51 Ib up at 5-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform -Loads (ptf) Vert: A -B=60, B -C=-60, D -F=20 Concentrated Loads (lb) Vert: B=9 ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE FAGE Mll-7473 rev. 10/03/2016 BEFORE USE. Design valid for use only with Mrfek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Ouallty Criteria, DS849 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,VA 22314. W Io C 75435 of 18 /* CAL\r"v March 24,2017 Not MiTek' 7777 Greenback Lane Job Truss Truss Type Oty PlyTi TC 0.19 TCDL 10.0 Lumber DOL 1.15 BC 0.47 BCLL 0.0 Rep Stress Incr NO R50081319 0317-113 M4 Roof Special Girder 1 TOP CHORD 2X4 DF No. I&Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G rence (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:36 2017 1-3-11 0-1-12 0-3-3 3-0-5 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 TCDL 10.0 Lumber DOL 1.15 BC 0.47 BCLL 0.0 Rep Stress Incr NO WB 0.06 BCDL 10.0 Code IRC2015rrPI2014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No. I&Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) A=1492/0-3-8, D=938/Mechanical Max Horz A=31 (LC 8) Max Uplift A=-381(LC 8), D=222(1 -C 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS B -E=-679/297 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.04 D -E >999 240 MT20 220/195 Vert(CT) -0.12 D -E >475 180 Horz(CT) 0.00 D n/a n/a Scale = 1:9.0 Weight: 27 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (10) . 1) 2 -ply truss to be connected together with 1 O (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 (3) 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=11Omph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left End right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 0=11b) A=381, D=222. 9) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 Ib down and 117 Ib up at 1-8-10, and 91 Ib down and 55 Ib up at 4-0-12 on top chord, and 1085 Ib down and 267 Ib up at 0-11-4, 11 Ib down and 3 Ib up at 2-0-12, and 979 Ib down and 245 Ib up at 2-11-4, and 13 Ib down and 3 Ib up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -B=-60, B -C=20, A -D=-20 ,Qpafi- prLpn-Daae March 24 2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p p iT®k• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IVd fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hell Ms CA 95610 Job Truss ty Plyson850081319 f 7R..fSp,--.,l 4 0317-113 M4 Girder 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:36 2017 Page 2 ID:NNdi bgi3sVnm5tZZgSRslyw7ge-gE61BJOAGSRet4UmuWQWA3NFisx3p?tIDU7?orzXkef LOAD CASE(S) Standard Concentrated Loads (lb) Vert: C=91 B=95 G=1085(F) H=3(B) 1-979(F) J=3(B) Job Truss ty Plyson850081319 f 7R..fSp,--.,l 4 0317-113 M4 Girder 1 Job Reference (optional) ' r � r ® WARNING - Vertly design parametersend READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI1.7473 rev. 10/032015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall p building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing iy�iT®k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality CReria, OSB -89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95i f 4 + Y ' r � r ® WARNING - Vertly design parametersend READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI1.7473 rev. 10/032015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall p building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing iy�iT®k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality CReria, OSB -89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95i Job Truss Truss Type Qty Ply Wilson PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 R50081320 0317-113 SJ1 Jack -Open 11 1 BC 0.04 Vert(CT) -0.00 G >999 180 BCLL 0.0 Rep Stress Incr Job Reference (optional) systems t-tus Lumoer Lo, mnaerson, UA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:36 2017 Page 1 I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-g E61BJOAGSRet4Umu WQWA3NHFs2npOtl DU7?or7Xkef -1ii-0 1-11-11 2-0-0 111.0 1-11-11 045 Scale= 1:10.7 LOADING (psf) • r. 2-0-0 CSI. DEFL. in 0 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 G >999 240 MT20 220/195 TCDL 10.0 • 1.15 BC 0.04 Vert(CT) -0.00 G >999 180 BCLL 0.0 Rep Stress Incr YES A Scale= 1:10.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL ' 1.15 BC 0.04 Vert(CT) -0.00 G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IRC20151TPI2014 Matrix -MP Weight: 8 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHO_ RD 2X4 OF Stud/Std G , BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) B=203/0-3-8, D=11/Mechanical, C=34/Mechanical Max Horz B=61(LC 8) Max Uplift B=-58(LC 8), C=-18(LC 8) Max Grav B=203(LC 1), D=29(LC 3), C=34(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. w w C'75435 c it EXP. 03/31/2018 OF March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/1015 BEFORE USE. Design valid for use ontywith MTek® connectors. This design is based only upon parameters shown, and is for an intlMdual building component, not ■■ • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp e�p e. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing sTeR• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Itl7 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB419 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95 JobTruss SPACING- Truss Type Qty Ply Wilson Plate Grip DOL 1.15 TC 0.09 TCDL 10.0 850081321 0317-113 SJ1A Jack -Open t 1 1 YES WB 0.00 BCDL 10.0 Code IRC2015/TP12014 Matrix -MP Job Reference (optional) Oybkenlb rmb k..unrucr w, mnuerbun, t,/♦ it. Iuu s Jan B 2U7! Mi I ek Industries, InC. Fn Mar 24 11:20:36 2017 Pagel I D:NNdi_b9i3sVnm5tZZgSRslyw7ge-g E6IBJOAGSRet4Umu WQWA3NHFs2zpOtIDU77orzxkef -1$-0 1-8-15-11-11 1 6-0 1-8-15 -2-12 t Scale = 1:10.7 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 TCDL 10.0 Lumber DOL 1.15 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC2015/TP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 OF Stud/Std G 1$-15 1-8-15 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.00 G >999 240 MT20 220/195 Vert(CT) -0.00 G >999 180 Horz(CT) -0.00 D n/a n/a Weight: 8 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-8-15 oc purlins.. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. M?ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I tllf 'd ns a a Ion gw e. REACTIONS. (Ib/size) C=30/Mechanical, B=200/0-3-8, D=7/Mechanical Max Horz B=59(LC 8) Max Uplift C=-17(LC 8), B=59(1 -C 8) Max Grav C=30(LC 1), B=200(LC 1), D=25(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.Bpsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left any right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed fcr a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. r 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r 'QRpFESS/pN , GO191 III ®WARNING - Vartfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03/1015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. AddiBbnal temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCS] Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. CID Fg IE Lo 75435 �. .03JJ/31/2018 OFCA%-\ ` March 24,2017 MiTek' 7777 Greenback Lane i Job Tru Truss Truss Type TrussJack- Ory Ply�Reference 6.0012 .- building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing q , MV 1 li � R50081322 0317-113, B 5 A • - 4 3x4 = t E 1 r r 2-0-0 Plate Offsets (X Y)— [B:0-0-4.0-0-01 (optional) Jyslems MUS LUMDer 1.0, Anderson, GA ts.iuU s Jan 9 ZU17 Ml l eK Industries, Inc. Fn Mar 24 11:20:37 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-8RgBPfPo11ZVUE2ySEldjHvS?GO YT7RS8tZKHzXkee 1 -1-" 3-11-11 1b-0 2-0-0 1-11-11 ' Scale: 3/4"=1' , - r Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not •' . 6.0012 .- building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing q , MV 1 li � N Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. B A • - 4 3x4 = t E 1 r r 2-0-0 Plate Offsets (X Y)— [B:0-0-4.0-0-01 LOADING (psf) ' SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 H >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00. Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix -MP Weight: 11 Ib FT = 20% LUMBER- BRACING -- TOP CHORD 2X4 OF No. I&Btf G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except Qt=length) 13=0-5-8, C=0-1-8. (Ib) - Max Horz B=97(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s) D, B. C Max Grav All reactions 250 Ib or less at-joint(s) D, B, E, C , FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8?sf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fid between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. . 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, B. C. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ` QROFESS/pN . TEOpOs /< G) WPC 75435 i Cr 70 *VEXP 1/2018 /* OF March 24,2017 ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IWI-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing p A�4®1�' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MV 1 li fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Crtteria, DSB-89 and BCSI Building Component , 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job I Truss Truss Type Ory Ply Wilson H >999 240 MT20 220/195 BC 0.03 Vert(CT) -0.00 Plate Offsets (X,Y)— 850081323 0317-113 SJ2A Jack -Open 1 1 SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Job Reference (optional) Systems Plus Lumber Go, Anderson, GA 8.100 s Jan 9 2017 MTek Industries, Inc. Fri Mar 24 11:20:37 2017 Page 1 ID:NNdi_b9i3sVnm5tZZgSRslyw7ge-8Rg8PfPo11ZWE2ySExljHvS?GOCYT7RS8tZKHzXkee • - -15-0 141-15 3-11-11 1-8-15 2-2-12 + Scale: 3/4"=1' M 0 DEFL. in (loc) I/deft L/d g TC 0.09 A r H >999 240 MT20 220/195 BC 0.03 Vert(CT) -0.00 Plate Offsets (X,Y)— fB:0-0-4,0-0-01 WB 0.00 i D n/a n/a LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL' 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IRC2015/TPI2014 LUMBER - MTek recommends that Stabilizers and required cross bracing TOP CHORD 2X4 OF No.1&Btr G be installed during truss erection, in accordance with Stabilizer BOT CHORD 2X4 DF Stud/Std G 0 CSI. DEFL. in (loc) I/deft L/d g TC 0.09 C9 c4 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.09 Vert(LL) 0.00 H >999 240 MT20 220/195 BC 0.03 Vert(CT) -0.00 H >999 180 WB 0.00 Horz(CT) -0.00 D n/a n/a Matrix -MP Weight: 11 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt=length) B=0-3-8, C=0-3-1.. (lb) - Max Horz B=97(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) D, B, C Max Grav All reactions 250 Ib or less at joint(s) D, B, E, C FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. \ NOTES- (8) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.Bpsf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 • 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, B. C. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ' 1 f. I w C 75435 c EX 018 IV qT OFraL\F � March 24,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pi•� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �y9 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the p��iTek• fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, CSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights, CA 95 Job Truss Truss Type Qty Ply Wilson (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.15 R50081324 0317-113 S.13 Jack-Open' 3 1 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 1 >999 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:38 2017 Page 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-cdEWc?PQo3iM6Od9?xS_FUSdkgkDHwNbhoc6tjzXked -16-0 5-11-11 2.0.0 1.6-0 2-0-0 3-11-11 LOADING (psf) SPACING- A LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 1 >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 1 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 E n/a n/a BCDL 10.0 Code IRC2015rrP12014 Matrix -MP LUMBER - TOP CHORD 2X4 OF No.1&Btr G BOT CHORD 2X4 DF Stud/Std G REACTIONS. All bearings Mechanical except (jt=length) B=0-3-8, C=0-1-8, D=0-1-8. (lb) - Max Horz B=134(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) E, B, C, D Max Grav All reactions 250 Ib or less at joint(s) E, B, F, C. D FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:21.1 r4 N PLATES GRIP MT20 220/195 Weight: 14 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.Bpsf; BCDL=4.Bpsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, B, C, D. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. _ ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE11111-7473 rev. 101032015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPl1 Quality Criteria, DS849 and BCSI Building Component Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. March 24,2017 ITS[ MiTek* 7777 Greenback Lane w s Job Truss Truss Type Qty PlyTjob son R50081325 0317-113 S.14 Systems Plus Lumber Co, Anderson, CA P 2x4 _. D .- .. dl • , i 1-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud \ PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Jack-Open 1 TCDL 10.0 Lumber DOL 115 BC 0.06 Vert(CT) -0.00 G >999 180 BCLL 0.0 ' Rep Stress Incr YES Reference (optional) s Job Truss Truss Type Qty PlyTjob son R50081325 0317-113 S.14 Systems Plus Lumber Co, Anderson, CA 1-9-0 BAUD s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:38 2017 Page 1 ID:NNdi_b9i3sVnm5t2ZgSRslyw7ge-cdEWc?POo3iM60d9?xS FUSefgkxHwNbhoc6g7xked 3-8-11 Scale = 1:14.7 I$ - P 2x4 _. D .- .. dl • , i 1-9-0 1-9-0 BAUD s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:38 2017 Page 1 ID:NNdi_b9i3sVnm5t2ZgSRslyw7ge-cdEWc?POo3iM60d9?xS FUSefgkxHwNbhoc6g7xked 3-8-11 Scale = 1:14.7 I$ - 2x4 _. D .- .. • , i 1-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud \ PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) ' -0.00 G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 115 BC 0.06 Vert(CT) -0.00 G >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00. Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IRC2015rrP12014 Matrix -MP Weight: 8 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins. BOT CHORD 2X4 DF Stud/Std G • BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. All bearings Mechanical except Qt=length) B=0-1-8. r (lb) - Max Horz A=68(LC 8) MaxUplift All uplift 100 Ib or less at joint(s) C, D. B Max Grav All reactions 250 Ib or less at joint(s) A, C, D, B FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0_ psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, D, B. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. oQRpFESS/ON9 i EOI)CO <<c2 � 0 w�C 75.435 0 n UJ C EXP. 03/3112018 9T OF CAIIF�Q March 24,2017' ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. • ■ Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek* always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . . ANSVTPH Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 a Job Truss Truss Type Ory , SPACING- Wilson CSI. TCLL 20.0 Plate Grip DOL 1.15 [ly /250081326 0317-113 SJ5 Jack -Open 2 1 YES WB 0.00 BCDL 10.0 Code IRC2015/TPI2014 Matrix -MP LUMBER - Job Reference (optional) Jy5[ems VIUS LUMDer Lo, Pnoerson, GA . us 8.100 s Jan 9 2017 MTek Industries, Inc. Fri Mar 24 11:20:39 2017 Page 1 1 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-0pnugLQ2ZNgDkYCLZezDoi?oJ44AONdkvSMfP9zXkec 1-9-0 5-8-11 1-9-0 - 3-11-11 2x4 = E Scale = 1:19.9 I� N DEFL. in (loc) I/def] L/d 1-9-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 TCDL 10.0 Lumber DOL 1.15 BC 0.06 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC2015/TPI2014 Matrix -MP LUMBER - be installed during truss erection, in accordance with Stabilizer TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF Stud/Std G Scale = 1:19.9 I� N DEFL. in (loc) I/def] L/d PLATES GRIP Vert(LL) 0.00 H >999 240 MT20 220/195 Vert(CT) -0.00 H >999 180 Horz(CT) -0.00 D n/a n/a 'Weight: 11 Ib FT = 20% BRACING. TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. All bearings Mechanical except (jt=length) B=0-1-8, C=0-1-8. (lb) - Max Horz A=106(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) D, E. B, C Max Grav All reactions 250 Ib or less at joint(s) A, D, E, B, C FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cal. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B, C. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, E. B. C. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, C. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. I AWARNING - Ve ft design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MN -7473 rev. 10/07/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSII P11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. / March 24,2017 MiTek' 7777 Greenback Lane Job (G:0-5-0 0-2-01 Truss Type pry PlyTWIsorR500317-113 SPACING- 2-0-0 ]Truss CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 T CALIFORNIA GIRDER 2 G >912 240 MT20 220/195 ' TCDL 10.0 Lumber DOL 1.15 grip DOL=1.33 BC 0.44 Vert(CT) -0.45 ference (optional) 6:00 12 5x10 = wruerwrl, -.'M 6.6-0 4-7-13 24 It 6.luu 5 Jan 9 ZU17 Milek 1m5tZZq SRslyw7ge-YOLG' 11-1-13 4-7-13 Inc. Fn Mar 24 11:20:40 2017 Page 1 IhnX7 M U SKvXrgTKYlfnu865 DxczXkeb 11.6-12 13-M 0 4-1 1-5-0 Scale = 1:21.9 5x10 = I� d 4x4 = .. 5x10 = a4 11 04 = 13-0.0 5-0-12 5-0-12 1-54 Plate Offsets (X Y)— fB:0-3-11.0-1-01 fD:0-3-11 0-1-Oj (G:0-5-0 0-2-01 Max Uplift A=152(1 -C 5), E=-152(LC 4) LOADING (psf) SPACING- 2-0-0 TOP CHORD A -B-1372/383, B -C=-2806/918, C -D=-2806/918, D -E=-1372/384 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) 0.17 G >912 240 MT20 220/195 ' TCDL 10.0 Lumber DOL 1.15 grip DOL=1.33 BC 0.44 Vert(CT) -0.45 G >348 180 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Hcrz(CT) 0.03 E n/a n/a �000FESS/O IEOD BCDL 10.0 Code IRC2015/TPI2014 A=152, E=152. 8) Graphical representation does depict the Matrix -MSH pudin not size or the orientation of the purlin along the top and/or bottom chord. C 75435 n ^n Weight: 52 Ib FT = 20% r. LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btu G Continued on page 2 a TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins, ' BOT CHORD 2X4 OF No. t&Btr G - ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NI.7473 ray. 10/03/2015 BEFORE USE. - • except WEBS 2X4 DF Stud/Std G *Except* a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - is always required for to A A'Tel�A• 2-0-0 oc purlins (3-6-2 max.): B -D. C -G: 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=577/0-3-8, E=577/0-3-8 Max Horz A=12(LC 8) Max Uplift A=152(1 -C 5), E=-152(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B-1372/383, B -C=-2806/918, C -D=-2806/918, D -E=-1372/384 BOT CHORD A -H=-356/1248, G -H=-358/1232, F -G=350/1232, E -F=348/1248 WEBS B -G=-575/1608, C -G=-510/268, D -G=-576/1608 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed;. Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fid between the bottom chord and any other members. " 6) A plate rating reduction of 20% has been applied for the green lumber members. �000FESS/O IEOD 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) tiC A=152, E=152. 8) Graphical representation does depict the Uj , JQ Z pudin not size or the orientation of the purlin along the top and/or bottom chord. C 75435 n ^n �rn w C' EXP. 03/31/2018 * Continued on page 2 a 'OF CAI-* March 24,2017 - ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NI.7473 ray. 10/03/2015 BEFORE USE. - • Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - is always required for to A A'Tel�A• stability and prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIRPII Orality Crher6, DSB-69 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. YV i 7777 Greenback Lane Suite 109 Job 1 Truss Truss Type Qty Ply Wilson • • 850081327 0317-113 � T _ CALIFORNIA GIRDER i 2 1 , ' Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Fri Mar 24 11:20:40 2017 Page 2 ID:NNdi b9i3sVnm5tZZgSRslyw7ge-YOLG1hRgKgy4MhnX7MUSKvXrgTKYlfnu865DxczXkeb. NOTES- (11) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 Ib down and 36 Ib up at 1-10-2, 45 Ib down and 14 Ib up at 2-0-12, 40 Ib down and 61 Ib up at 4-0-12, 42 Ib down and 63 Ib up at 6-0.12, 42 Ib down and 63 Ib up at 6-11-4, 40 Ib down and 61 Ib up at 8-11-4, and 45 Ib down and 14 Ib up at 10-11-4, and 35 Ib down and 36 Ib up at 11-1-14 on top chord, and 13 Ib down and 3 Ib up at 2-0-12.13 Ib down and 3 Ib up at 4-0-12, 13 Ib down and 3 Ib up at 6-0-12, 13 Ib down and 3 Ib up at 6-11-4, and 13 Ib down and 3 Ib up at 8-11-4, and 13 Ib down and 3 Ib up at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) WARNING: Engineering is void unless truss.is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -B=-60, B -D=-60, D -E=-60, I -L=20 Concentrated Loads (lb) i Vert: P=32(F)0=-34(F) R= -34(F) S=32(F) U=3(F) V=3(F) W=3(F) X=3(F) Y=3(F) Z=3(F) - i I 1 • 1 y r , * - t ® WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AVI.7473 rev. 10/03/2015 BEFORE USE. �* Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not B�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall piiTek� gj� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center late on joint unless x, -� �- /4 offsets are indicated. y 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X -bracing, is always required. See BCSI. � -y16 r C1-2 c2-3 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves 4 0 WEBS c� w p QM may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 00 OL p 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c�-e cs-7 cs-s F_ designer, erection supervisor, property owner and p p y plates 0- 'lid' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This Symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connectorlates. P THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber software or upon request. shall not exceed 19% at lime of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for PLATE SIZE ICC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 4 width measured perpendicular ESR -1311, ESR -1352, ESR1988 responsibility of truss fabricator. General practice is to x to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 camber for dead load deflection, thelength parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior .(supports) occur. Icons vary but _ ©2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. - Industry Standards: ANSI/TP11: National Design Specification for Metal —: 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood TlUSS Construction. is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Mffek 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 6A - N mf7 N O Ile N p p 01�, .Z SJ1 q '7 J1 IA (O. h HOD 00O r r I(D fCO m- O NlO . 601 rJ t� CO) _ . ,._ ,..•,>. _, . .. >... _. rJ Li r. , ,.»: .:.. , s _ ,K; . : BO I:. ; o' _ ' ,R Jot IBO I J03 BO • 8-00-00 Jul J19 J18 p11 U J061 �' J05 J17 0 0 0 U U U J04 J16 J03 gg J15 � 5 - J02 `� j UN J14 ' ' Jot J13 x i ♦ F10 • . ♦ to 4 � 2 J12 3 F09 F f F08 � �' J10 _ W • � F07 :I I J09 a !+' FO6 _ J08 - - — — -- — - 2 � 0 F 6 F06 }t M Q ` , v Ave r 107 (V. • ■ ■ ■ ■ _■ ■ 011111 _ F06 a 0 PLA 2 O p O CD 01 ( 1B FO cn O O SJ S GQl N F051 *1b O V 6 o SJ J . yo2 F SJ1 ¢ ¢ ¢ ¢ . ¢ J1 SJ1 J1 i 5-06-00 Pb 3i, • O z u • p r N T N r 2 O �O O O Y Y Y Y 2 Y FO • p r N rl O yO �' i� J InJ - -- - z, HANGER LEGEND SJR, 03 r p p CD SJ +... 02 — HUS28 � ca 3 : ♦=HHUS26-2 951 ¢ 01 �¢ • = HHUS28-2 LL JACK TO GIRDER 1cn arn a CONNECTIONS USEBU 17E COUNTY o`�Fa. � LUS24 " BUILDING DIVISION . • - �. . Q w - _ . APPROVED - ,x cn a, V O le •�.U►3r .. �' ar.'�-Y.r'-`�`a �+> ���+_�' `r''y",.."'' `L:J f / • f f 0 ' ��----^--••-- •••---••----••----• •••••••-r-• handling, erecting, installing, restraining' ��' (, j rueaeusarunsolo rugaraerevamarPara a uetes de trusses de la cuerda superior haste Q Place truss bundles in stable position. P q P I.ei«I«IVIYAI/IViile 1r0I0 IVMYi r.{i..Vi Ye I.Yiiei Q Minimum lumber used for lateral restraint and diagonal bracing is 2x4 stress -graded lumber. Attach Q Tolerances for Out -of -Plane. 10, (3 m) D.C. max. and bracing can result in a collapse of the j?' 45'y trusses de cuerdas paralelas de 30'o paquetes de trusses an una General Notes Notas Generales • Hoisting and Placement of Truss Bundles Steps to Setting Trusses Restraint & Bracing for 3x2'and 4x2 Parallel Chord Trusses _ menos. pose posicibn astable. La madera 2x4 clasificada por estres as la madera minima uttltzada para restriccibn lateral y arriostramiento di- Trusses in any way to identify the Los trusses no marcedos de ningdn modo Recomendaci Para L n TYu ones P eve tar Paquetes de sses Las Medidas_de-la lnstalaeidn_de-los Trusses Trios u s de Cuerdas P x2 4x2 Restriction y A tre Para Tr sse aralelas 3 y • ' h agonal. Atadas a sada braguero con at m/nimo 2 clavas 10d (0.128x3 ), 12d (0.128x3.25°) o i6d (0.131x3.5). Len th - ►' 9 I are not marked estan que frequency or location of temporary lateral restraint identifique Is trecuencia o loralizad6n de restdcc6n �. DON'T overload the crane. i j ; _- rl 10' 3 m) or 3 " s ,y Dia anal bracing Repeat diagonal bracing 15''4.6 m' ;"" 9 g P g ) 15 truss 30' 1n~ IJ M Bo L 7/ 5.1m and diagonal bracing. Follow the recommendations lateral y arriostre diagonal temporales. Use las .. NO Q 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 • Refer to every u spaces - - • h [;.' ' 9.1 IT max. ( ) 19mm puede ser caida estructura o aQ= installing and tem ora restraining recamendaciones de mane'o, instalactbn, restdcdbn for handling,g temporary g / sobrecargue la grtia. trusses with short member temporary lateral restraint see below 4 In p ry ( ). ) stall top chord diagonal .BCSI-B7"' for more atin peor, heridos o muertos. s 20.8' and bracingof trusses. Refer to SCSI - Guide to arriostre temporal de los trusses. Vea el /olleto y p NEVER use banding to lift a bundle. � bracing (see below). 5 Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install �ottom chord temporary lateral restraint and diagonal bracing (see below). information. / - - Mechanical Hoisting Recommendations for sin le Trusses - 9 ( 1 TOP CHORD - CUERDA SUPERIOR Good Practice for Handling, o Installing. Restraining - stat de Buena Practice Dara el Manes Inslaladera _ & Bracing of Metal Plate Connected Wood Restriccibn Arriostre de los Trusses de Madera NUNCA use las ataduras para levantar un paquete. v 7) Repeat process with groups; f four trusses until all trusses are set. Vea el resumen BCSI-B7"' i 4 35 mm 7.0 m y Trusses- for more detailed information. Conectados con Places de Metal"' para in(ormadbn Q A single lift point may be used for bundles of - ' ``! j d m arriostre tiers. 1) Instate los arriostres de tierce. 2) Instate el Primera truss y ate se para rues informacibn. .8m Jmm2.1 rues detallada. Truss Design Drawings may specify locations of ) top chord pitch trusses up to 45' (13.7 m) and mie ro r aj 3) Instate los pr6ximos 4 trusses con restricci6n lateral temporal de miembro collo (vee abajo). 4) - j ; Instate el arriostre diagonal de la cuerda superior (vea abajo). 5) Instate arriostre diagonal para los { s 2'o.c., typ. 4. Apply diagonal brace to vertical 1-3/4" to permanent lateral restraint or reinforcement for Los dibujos de disefio de los trusses pueden espedficar individual Refer to BCSI-B3" las loralizaciones de lateral ' parallel chord trusses up to 30' (9.1 m). Use least two lift for bundles top planos de los miembros secundarios Para estabilice los rimeros cinco trusses vea aba'o . 6 Instate P P ( ) ) ri i n lateral I moral arriostre diagonal era la cuerda inferior vee aba'o 7 l2e iia este la cc6 ate temporal ( ) y webs at end of cantilever and at truss members. the restricci6n permanence o at points of e rest a y g p /) . p de trusses haste todos los trusses instalados. bearing locations. All lateral restraints ( _ _ 10.1 m • for more information. All other permanent bracing retuerzo en los miembros individuales del truss. Vea • P 9 chord Itch trusses u to 60' 18.3 IT and aral- A P P ( ) P WARNING Do not overload supporting procedimiento an ru os cuatro qua esten g P .. - q � lapped at least two trusses.' design is the responsibility of the building designer. la hoja resumen BCSI-B3"' para rues in/ormadbn. EI lel chord trusses up to 45'(13.7 m). Use at least structure with truss bundle. e Refer to BCSI-B2"' for more information. 'Top chord temporary lateral restraint spacing shall be 10'(3 m) o.c. max. for 3x2 chords e` rests de los disenos de arrios(res pennanentes son la responsabilidad del disenador del edificto.ADVERTENCIAI three lift points for bundles of top chord pitch No sobreca ue la trusses >60' (18.3m) and parallel chord trusses ! r9 i f eumen BCSI-B2"' para.mSs informaci6n : va el res .. , d 15'. an(4.6 m o.c. or xcors. ) f42hd E e weowlu� The rn_ ences of i nrnner 1 >45' (13.7 m). estructura apoyada con at paquete de trusses. , Restraint/Braeing for All Planes of Trusses - t .,�_____,..:.- .,�J.,.J_ � r yr -- - -'�'� a FInstalllnel - Instalaeion Out -of -Plane s s s Rtwomenumdunes Para Levantar Trusses individuales - damaging trusses and prevent injury. Wear �.: personal protective equipment for the eyes, Dasa Using a single pick -point at the peak can damage the truss. feet, hands and head when working with - trusses. EI use de un solo lugar en el pico para levantar puede • hacer dar3o at truss. gCAl u8 F2&29• Utilice cautela at quitar las ataduras f 60' or less _ o los pedazos de metal de sujetar Pam eviler f dalio a los trusses y prevenir la herida personal. A @auvow Use gnu L& . D Lleve at equipo protectivo personal para ojos, special care in Utilice cuidado pies, mans y cabeza cuando trabaja con - windy weather or especial an; w: Approx. 1 /2 trusses. near power lines dias ventosos o truss length and airports. cerca de caTagilne cables TRUSSES UP TO 30' (e.1 Truss Span]Top ��----^--••-- •••---••----••----• •••••••-r-• handling, erecting, installing, restraining' ��' (, j rueaeusarunsolo rugaraerevamarPara a uetes de trusses de la cuerda superior haste Q Place truss bundles in stable position. P q P I.ei«I«IVIYAI/IViile 1r0I0 IVMYi r.{i..Vi Ye I.Yiiei Q Minimum lumber used for lateral restraint and diagonal bracing is 2x4 stress -graded lumber. Attach Q Tolerances for Out -of -Plane. 10, (3 m) D.C. max. and bracing can result in a collapse of the j?' 45'y trusses de cuerdas paralelas de 30'o paquetes de trusses an una to each truss with at least 2-10d 0.128x3" , 2-12d 0.128x3.25" or 2-16d 0.131 x3.5" nails. ( ) ( ) ( ) 1, Tolerancias Para Fuera-de-Plano. t 45' (13.7 m) structure, or worse, serious personal injury or /• - death. _ menos. pose posicibn astable. La madera 2x4 clasificada por estres as la madera minima uttltzada para restriccibn lateral y arriostramiento di- _ Max. Bow " "- 0.3m ;> , Use or to menos dos untos de levantar con agonal. Atadas a sada braguero con at m/nimo 2 clavas 10d (0.128x3 ), 12d (0.128x3.25°) o i6d (0.131x3.5). Len th - ►' 9 I 1" IADVERTENCIAI EI resultado de un manejo, O grupos de trusses de cuerda superior inclinada haste 60'y trusses de cuerdas paralelas haste Q This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses 1n~ IJ M Bo L 7/ 5.1m levantamiento, instalaci6n, restriccidn y arrisotre �: incorrecto la de la 45, Use por to menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada (PCTs). See to of next column for tem ( ) P temporary restraint and bracing of PCTs. I ; Max Bow 19mm puede ser caida estructura o aQ= mss de 60' y trusses de cuerdas paralelas mss de 45. ! - Este malaria de res Mcctbn y arriostre es para todo trusses excepto trusses de cuerdas paralelas, o ; , 4' atin peor, heridos o muertos. s 20.8' (PCTs) 3x2 y 4x2. vea la parte superior de la columna para la restnccOn y arriostre temporal de PCTs. t i ' 32 mm 1 ¶t opfi'j, Exercise care when remov- in bandin and handlin trusses to avoid Mechanical Hoisting Recommendations for sin le Trusses - 9 ( 1 TOP CHORD - CUERDA SUPERIOR - Length ► C) Plumb �t line s s s Rtwomenumdunes Para Levantar Trusses individuales - damaging trusses and prevent injury. Wear �.: personal protective equipment for the eyes, Dasa Using a single pick -point at the peak can damage the truss. feet, hands and head when working with - trusses. EI use de un solo lugar en el pico para levantar puede • hacer dar3o at truss. gCAl u8 F2&29• Utilice cautela at quitar las ataduras f 60' or less _ o los pedazos de metal de sujetar Pam eviler f dalio a los trusses y prevenir la herida personal. A @auvow Use gnu L& . D Lleve at equipo protectivo personal para ojos, special care in Utilice cuidado pies, mans y cabeza cuando trabaja con - windy weather or especial an; w: Approx. 1 /2 trusses. near power lines dias ventosos o truss length and airports. cerca de caTagilne cables TRUSSES UP TO 30' (e.1 Truss Span]Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de TraEspaciamfento del Arriostre Temporal de la Cuerda Superior Up to 30' 10, (3 m) D.C. max. (9.1 m) D (ft.) 30'( 9.1 m) - 8' (2.4 m) o.c. max. 45' (13.7 m) 1' 460(1 I 6' (1; 8 m) o.c. max. 873 m 0.3m 60' (18.3 m) - 4'(1.2 m) D.C. max. 80' 2' Q Tolerances for , It Out -of -Plumb. . • Tolerancias para D/50 max n Fuera-de-Plomada. ' Construction Loading Carga De Construction ' Out -of -Plumb Max. Bow Truss Length 3/4" 12.5' DI50 D (ft.) 19 mm (3.8 IT) 1/4" 1' 7/8" 14.6' IS mm) 0.3m 22 mm 4.5m 1/2" 2' 1" 116.7' - 13mm 0.6m 25 mm 5.1m 3/4" 3' 1-1/8" 18.8' 19mm 0.9m 29 mm (5.7 IT) 4' 1-114" 20.8' .2m 32 mm 6.3m 5' 1-3/8" 22.9' .5 rn 35 mm 7.0 m 6' 1-1/2" 25.0' .8m Jmm2.1 38 mm 7.6m 7' 1-3/4" 29.2' 1 m 45 mm 8.9 ITZ8' 2" 233.3'.4 m 51 mm 10.1 m DO NOT proceed with construction until all lateral r, restraint and bracing is securely and property in place. Maximum stack Height for Material on Trusses 1 n NO proceda con la construcci6n haste qua todas las restric- eldCtricoS ode - TRUSSES HASTA 10 PIES Material Height 'Consult a Registered Design Professional for trusses longer than 60' (1803 m). CiOneS laterales y los afriOStreS eSten COIOLadOs an (OrmB Handling - Manejo� FFi a Consulfe a un Processional Regist aria de DiseBo pare t asses m3s 60 pies. / aprOpiada 5e u2. ` - Y 9 , •,Gypsum Board 12" (305 mm) Toe -in rice -b, Anarh � 00 NOT exceed maximum stack • �- Locate Spreader ear t0' (3 m) • Q .See BCSI-B2"' for TCTLR options. heights. Refer to BCSI.84"' plywood or OSB 16" (406 mm) r w r ® Avoid lateral above nr stifles O.C. ma f vea el BCSLB2 para las nprJnnas da TCTLR. _ for more information. bending. Spreader bar Spreader bar 1/2 to mid -height Asphalt Shingles 2 bundles �I ® NO exceda las alturas maximas de mont6n. vea el resumen Evite la flexi6n lateral, ff zr3 truss length • for lfU$6 t, Tegnne Refer to BCSI-B3"' BCSI-B4"' para rues informacr6n. ' concrete Block 8" (203 mm) TRUSSES UP TO 6o- (18.3 m) _� for Gable End Frame restrainUbracin / • TRUSSES HASTA 80 PIES 9 A , - Clay Tile 34 tiles high ®The contractor ), _ r Y 9 reinforcement information. IS responsible for I Spreader bar 213 to properly receiving, �� Q 'Hold each truss in position with the erection 314 truss length Para in/orfuefzo sabre rma c nes TCTLR equipment until top chord temporary lateral • Tagline I arrtostre/refuerzo paraArmazones unloading and storing •� p p j' musses up ro AND OVER so• (lea m) , restraint is installed and the truss is fastened' y Hastiales vee el resumen BCSI-B3"' the trusses at the to the bearing TRUSSES HASTA Y WR RE 60 PIES i 10" or > jobsite. Unload trusses to smooth surface to g points. Note: Ground bracing not shown for clarity. • y NEVER stack materials near a peak, at mid -span, on cantilevers or overhangs. it prevent damage. Q Use proper rig- Use equipo apropiado Sostenga sada truss en posicibn con equipo de grits haste qua la restricci6n lateral temporal de ry Truss attachment I.• NUNCA apile los matenales cerca de un pica, a centro de la luz, an Po ging and hoisting para levantar a la cuerda superior est6 instalado el truss este as urado an los so ortes. - Q Repeat diagonal braces for each set of 4 trusses. required at support s) Cantilevers o aleros. EI contralti ya lmac la res nsablltdad t e recibir, I P y P Repita los arrisotres dia onales Para cads ru o de 4 trusses. '"1. a., ' desca cur almacenaradecuadamente los equipment. improviser. 9 P 9 P Section A=A , r9 Y - • 't trusses an la Dere. Descet9 DO NOT overload small groups or single trusses. rgue los trusses an la t Installation of single Trusses by Hand z) WEB MEMBER PLANE - PLANO DE LOS M/EMBROS SECUNDAR/OS - rn..i , � . � rI NO sobrecergue pequer3os grupos o trusses individuales. tierra fiso Para prevenir el dafi°. Recommendacciones de Levantamiento de Trusses ' Individuales Por La Man* LATERAL RESTRAINT & DIAGONAL BRACING ARE Q Place loads over as many trusses as possible. t VERU IMPORTANT ; Coloque las cargas sobre tantos trusses tomo sea posible. Q Trusses 20' - " 1 ` ' Q Trusses 30' - "' - f (6.1 m or �� 1 LA RESTRICC16N LATERAL V EL ARRIOSTRE DIAGONAL SON Position loads over load bearing wails. ) (9.1 m) or less, t i ::.=:.. less, support support at ! MUV IMPORTANTES! Diagonal Coloque las cergas sobre las parades sopoRantes. near peak. CLR splice reinforcement quarter points. bracing Alterations - A/teraciones ' Truss Member Soporte SOportede 2x_CLR RefertOBCSI-B5."' Trussbmdngnet shownfor clarity. Came at pico los cuartos r vea el resumen BCSI-B5. e9 f tf + a Gy? los trusses � Trusses up to 20' -► de tramo los E Trusses up to 30' - I y Web members °5 -' de 20 res o trusses de 30 ` P (6.1 m) (9.1 m) `f (S) DO NOT cut, alter, or drill any structural member of a truss unless Q r Trusses may be unloaded directly on the ground at 'IS) DO NOT store NO almacene menos. Trusses haste 20 pies pies o menos. Trusses haste 30 pies f specifically permitted by the truss design drawing. the time of deliveryor stored temporarily in contact unbraced bundles verticalmente los p Y upright. trusses sueltos. NO torte, altere o perfore ningtin miembro estructural de un truss, a with the round after delivery.If trusses are to be- A menos qua est6 especificamente permitido en el dibu o del disefio • stored four more than one week, place blocking of - Temporary' Restraint &Bracing - • `� ` i s I' = 9 - Restriccidn y_Arriostre_Tiemporal B°tt°m sufficient het ht beneath the stack of trusses al 8' r - •" • I Minimum 7 Zx_ Scab blade cente �i del truss. chords (2.4 m) to 10' (3 m) on -center (o.c.). - over splice. Attadh • Los trusses pueden ser descargados directs- `• � • i Diagonal braces every to CLR with minimum 8-16d ® Trusses that have been overloaded during construction or altered without the Truss Man- mente an el suelo an aquel momento de entrega ® Refer to BCSI-B2•" for more information. Top Chord Temporary 10 truss spaces 20' (0.1350.5') nails each side 3 ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. o almacenados temporalmente en contacto con of vea e/ resumen SCSI -B2"' para mes informaci6n. Lateral Restraint ' r 6.1 m max. of splice or as specified by the t -15' (4.6 m) max. ( ) Budding Designer. Trusses qua se han sobrecargado durante la construcci6n o han sido alterados sin la autor- suelo despues de entrega. Si los trusses estar3n (TCTLR) 'p Same spacing as bottom chord Note: Some chord and web members izact6n previa del Fabricante de Trusses, pueden hacer nulo y sin efecto la garantia limitada del guardados para m3s de una Samaria, ponga Q Locate ground braces for first truss directly in line 2x4 min. 9 SECTION A -A I-. Fabricante de Trusses. if bloqueando de altura surrdente detr3s de la pile - x_ with all rows of top chord temporary lateral restraint ;- lateral restraint not shown for clarity. 1' de los trusses a 8 hasta 10 pies an centro (D.C.). (see table in the next column). -contact the component Manufacturer for more Information or consul a Registered Design Processional roc assistance: 5 To.c., typ. 3) BOTTOM CHORD - CUERDA INFERIOR To view a non -printing POF of this document. visit sbcindustry.mmlbl. Q' For trusses stored for more than one week, rover Coloque los arriostres de tiers para at primer Truss bundles to protect from the environment. r truss directamente an linea con sada una de las - s Lateral Restraints - 2x4x12' or NOTE: The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator (it applicable) are Member Para trusses guardados por mils de una semana, DO NOT store on NO almacene an Berra poral de la cuerda 90° Brace first I greater lapped over two trusses professionals ssisttaance in ssoothm aspCeect or ne conunuw the work n should seek they have assssistato do an any given "act. nce from a competent palt the my. The methodctorbelieves aInd Ps it needs files de restriccibn lateral tem truss or CLR s lice reinforce- Cubra los paquetes para protegedos del ambiente. uneven ground. desigual. superior (vea le tabla en la pr6xima columna). P Note: Some chord outlined in this document are intended to ensure that the overall construction techniques employed will put the cusses into place SAFELY. securely ment. and web members These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilities involved, be presented Refer to BCSI•" for more detailed information per- ^� s.; , ;; t-�;. G DO NOT walk on unbraced trusses. before l Bottom not shown for onl as a GUIDE for use by a qualified building designer or contractor. It is not intended that these recommendations be Interpreted as taining to handling and jobsite storage of trusses. r., '-` - ;! ^ erection of, chords clarity. superior to the building designer's design specificaionfor handling, installing. restraining and bracing trusses and it does not preclude the y j !v x NO Camille an trusses sueltos. use of other equivalent methods for restraining/bracing and providing stability for the wags. columns. floors, roofs and all the interrelated »T ` ,4►_ tea el fllelo BCSI'' para in(onadbn mss decal- �'r'=� Y• x"additional - - suincWral building components as determined by the contractor. Thus. SBCA and TPI expressly disclaim any responsibility far damages lada sobre el manejo y almacenado de los trusses -war" DO NOT stand on truss overhangs until trusses. a an area de trabajo. - -- -- ` .!i Structural Sheathing has been applied to rising from the use, application, or reliance on the recommendations and information contained herein. i the truss and overhangs. Diagonal braces every 10 . s�C NO se pare an voladizos cerchas hasteHu truss spaces 20' (6.1 m) max. 4 Revestimiento estructural he sido aplicado 1 Y 11 11001 ssmuxm TRUSS PLATE INSTITUTE ' -- a la armadura y voladizos. 10' (3 m) - 15' (4.6 m) max. a, l t i r , , } , 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandria, VA 22314 608-2744849 • sbcindustry.com 703-683-1010 • tpinst.org -AD VERTENCIA ; HOJA RESUMEN DE LA GU%A DE BUENA PRACTI Vanos mes de 60 pies pueden requerirarriostre • - _. .. • a1WARN11x17160217 EL MANEJOr INSTALACION, RESTRiCCION Y ARRI SIRE DE LOS TRUSSES e complejo, Por favor, siempre consu/te a un Profesional Registrado de Diseno.