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HomeMy WebLinkAboutB15-0470 027-010-005BUTT -E COUNTY DEPARTMENT�OF DEVELOPMENT -SERVICES -BUILDING submit completed form in perwo orby CONSTRUCTION DEBRIS RECOVERY FINAL REPORT mairto: 'Final inspection will not be scheduled until completed Butte County Development Services- comp/ report'submitfed BwICIDg • `/� Cyt/ 7 Coua �N- V 2-7- (O� �/�ot Bullding.PertoR # �IV `� / �� Oroville; CA_ 95%5 Drive Owner Name: "� Owner Phone: ( 1 Jobslte Addreek Project Type: O Construction O Demolition Jobske Contact Company:. Jobske.Phone: (_) 1daT>=wnL i im _r:1roft age, ACTUAL FACIUTIESJSERVICE-PROVIDERS:USEO Inert Material (concrete, Mom Lumber Plegti'rree Debris Ory Wag Metal Cardboard Other. Other. . Total toils of material disposed of (rot reCygbd or reused) Toms tons of mate tat not disposed (either recycled of reused) Attach copies of weight receipts, gate tags,. or Percent recydedheused lint w Other g information for all materials reused; recyeledor disposed. Please sign Iivlloating that the above intomwitim is true and owed to the best of your knowledw Applicant tOwrw or ContractM: T Circle which Date' i •• Final Repott returned with comments* [ per; Final Report approvetk.outtding Inspect Date; -K:WUILDlN0%2011Up13 o . fo=%Res Or= Bldg. fomes\Waste Diversion -Recycling foru.doc Construction & Demolition (C&D) •Recycling and Salvage Information General waste servkex • Reobkrgy Butte Colusa Counties 538-S969,342-2222 • • Waste Management 893.4777 • Northern Recycling dt: Waste Services 876-3340 Material Recown Fadliti m. • Recology Butte Colusa Camsties 2720 S. S0' Ave, Orovtlle 533-5868 • Neal Road Recycling @ Waste FacMW 1023 Ned Road • Knife River Consbucdm C0. 1764 Skyway, Chico, 891.6555 ' • (hanite Comtr niton Co. 4714 pacific Heights Rd, Oroville, 538-7616 Firtares and building Matedsh: • RoStm (liabimt for Humanity), 220 Meyers, Chico. 895-1271 lusRartial list is for infQrmeticnw ptupooes only and not an en&ftewait of any products or services. Scrap Metal, • Aldred"Screp'Steel Mill Recyclers 786 Oro -Chico Hwy, Durham, 342.4930 • Chico Scrap Metal 766 Ow -Chico Hwy, Durban, 345-1476 • NomCal Rocyclen 1855 Kurd Rd, Oroville, $320262 YYanyWood wastm • North Valley Organic tecycliag 4441 Cohasset Rd., Chico, 624-3529 • Re000lgy Butte Cohm Camties Recycling CCAW 2720 S. S' Ave, Oroville, 533.5868 • Earthworm Soil Factory Neal Road off Hwy 99,99S -M6 • Tows of paradise Vegetative Waste Facility Clark Rd. et American way, Paradise 877-0824 • OM Dud= Wood Co. 342-7381 • Neal Read Recycling 6c Waste Facility 1023 Neal•Road Cardboard: • ` Chico Scrap Meal 878 B 200'St, Chico, 343-7166::,? Chico Transfer & Racycliog 2569 Scott Ave, Chico, 893-0333 • Work Tr fift CenW 2300 Fair St, Chloe, 3434641 • Nor -Cal Rocyclaa 1855 Kissel Rd, Oroville Other Resources: • Oreen Building laformadon www.opa.gov/epaosw,cd ' hwJdebrisnewfmdex.hmu •'' . • Butte County Public Works Dept Solid Wrote dt Recycling Division M2352 • wwwAecycleButte net ., i �. <( �� l b', �� s �: ;: ��� �- � . {. j .1 .. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD I I - Project Name: Gattavara Home Calculation Date/Time: 06:49, Mon, Feb 23, 2015 Calculation Description: Gattavara Home Input File Name: Gattavara Home.ribd CF1 R -PRF -01 Page 1'of 9 GENERAL INFORMATION 01 Project Name Gattavara Home 0 02 This building incorporates feeatures that require field testing and/or verification by a -certified HERS Arat/e�under the supervision of a CEC-approved HERS provider. 02 Calculation Description Custom Home compliance analysis is valid only for permit applications through December 31, 2014 03 Project Location Bethridge Dr. 04 City Oroville Ca 05 Standards Version Compliance 2014 06 Zip Code 95966 07 Compliance Manager Version BEMCmpMgr 2013-3bl (694) 08 Climate Zone CZ11 09 Software Version CBECC-Res 2013-3b (694) 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 205 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (FT2)1473 15 Number of Zones 1 16 Slab Area (FT2)1473 17 Number of Stories 1 18 Addition Cond. Floor Area N/A 19 Natural Gas Available No 20 Addition Slab Area (FT2)N/A t 21 Glazing Percentage (%) 20.7% COMPLIANCE RESULTS'" ance 01 Building Complies with Comput�Perfc mance- 0 02 This building incorporates feeatures that require field testing and/or verification by a -certified HERS Arat/e�under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below compliance analysis is valid only for permit applications through December 31, 2014 L.� ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 57.78 51.30 6.48 11.2% Space Cooling 49.15 49.30 -0.15 -0.3% IAQ Ventilation 0.94 0.94 0.00 0.0% Water Heating 45.27 27.49 17.78 39.3% BbME Photovoltaic Offset — 0.00 0.00 Compliance Energy Total 153.14 129.03 4 24.11 ° BUTTE O UNV D�7H;LO°ME T SERVICE �` I�I1l1iiJ I^C� UILDING DIVISIG��`\S I �J DE�LaPT E C�C� PLI�AN CO YG �I BY c, P FlO V ELrR��E3 Registration Number: 215-N0050189A-000000000-0000 Regi ration Date/Time: 2015-02-23 07:38:18 HERS Provider:. CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-02122015-694 Report Generated at: 2015-02-23 06:54:28 i " CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD _ CF1R-PRF-01 Project Name: Gattavara Home Calculation Date/Time: 06:49, Mon, Feb 23, 2015 Page 2 of 9 Calculation Description: Gattavara Home Input File Name: Gattavara Home.ribd REQUIRED SPECIAL FEATURES . The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Window overhangs and/or fins HERS FEATURE SUMMARY 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 EER • Verified SEER • Refrigerant Charge - • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: Duct Sealing Domestic Hot Water System Verifications:- -- None — ` ENERGY DESIGN RATING"'fi This is the sum of the annual TDV energy�consu�pt}on for energy use components includedinthe performlance compliance approach`for ttie Standard Design Building. (Energy Budget) and the annual _ TDV energy consumption for lighting and components not regulated by fiitle 24; Part'6 (such as domestic appliances and corisumer.electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. Reference Energy Use Energy Design Rating MarginPercent Improvement }j Total Energy (kTDV/f2-yr)* . C+' 223.16 199.05 , 24.11 10.8% ' includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number o n Number of Ventilation r:•"- .Cooling• ys�ems Number of Water Heating Systems Gattavara Home 1473: HVAC System 1 1473 10 Min Gas ZONE INFORMATION 01 02 - 03 04 05 - 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Conditioned Conditioned HVAC System 1 1473 10 Min Gas Registration Number: 215-N0050189A-000000000-0000 Registration Date/Time: 2015-02-23 07:38:18 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-02122015-694 HERS Provider: CaICERTS inc. Report Generated at: 2015-02-23 06:54:28 A CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Gattavara Home Calculation Date/Time: 06:49, Mon, Feb 23, 2015 Calculation Description: Gattavara Home Input File Name: Gattavara Home.ribd CF1 R -PRF -01 ` Page 3 of 9 OPAQUE SURFACES 01 �+., ;� /02'( `. 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window Area (ft2) Tilt (deg) Gar Ceiling Garage RO CIgBlwAttic Cons 0.1 0.85 Yes 740 Gwall Front Garage Garage Ext Wall 205 Front 30 0 90 Gwall Left Garage Garage Ext Wall 295 Left 210 0 90 Gwall Right Garage Garage Ext Wall 115 Right 250 0 90 Gwall back Garage Garage Ext Wall 25 Back 320 0 90 Ceiling (below attic) 1 Conditioned R38 Ceiling below attic 1473 Front Conditioned R19 Wall 205 Front 370 100.02 90 Left Conditioned ; R19 Wall 295 Left 480 50 90 Back Conditioned l R19 Wall 25 Back 450 9.32 90 Right Conditioned R19 Wall 115 Right 460 145.169 90 ATTIC 01 �+., ;� /02'( `. ,.:. ./? J 03" _.. 04 : ,u° t , G 05 06 07 Name Construction i Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Gar Attic Asphalt RB Roof, 8 0.1 0.85 Yes No Attic Asphalt RB'Roof 8 0.1 0.85 Yes No R- ��C�UNTY BUT BUILNNNG WISION APE® Registration Number: 215-N0050189A-000000000-0000 Registration Date/Time: 2015-02-23 07:38:18 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-02122015-694 Report Generated at: 2015-02-23 06:54:28 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Gaftavara Home Calculation Date/Time: 06:49, Mon, Feb 23, 2015 Calculation Description: Gaftavara Home Input File Name: Gaftavara Home.ribd CFI R -PRF -01 Page 4 of 9 WINDOWS _. 01 --�"'` ` 02 03 04 Name �`� Side of Building 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multipli er Area (ft) U -factor SHGC Exterior Shading F1 Window Front (Front -205) 5.0 6.0 1 30.0 0.32 0.25 Insect Screen (default) F2 French Door Window Front (Front -205) 6.0 6.7 1 40.0 0.65 0.60 Insect Screen (default) F3 Window Front (Front -205) 5.0 6.0 1 30.0 0.32 0.25 Insect Screen (default) L1 Window Left (Left -295) 4.0 5.0 1 20.0 0.32 0.25 Insect Screen (default) L2 Window Left (Left -295) 2.5 6.0 1 15.0 0.32 0.25 Insect Screen (default) L3 Window Left (Left -295) 2.5 6.0 1 15.0 0.32 0.25 Insect Screen (default) 61 Window Back (Back -25) 2.3 4.0 1 9.3 0.32 0.25 Insect Screen (default) R1 Fench Door Window Right (Right -115) 2.7 6.7 1 17.8 0.65 0.60 Insect Screen (default) R2 Window ' Right (Right -115) 4.7 4.0 1 18.7 0.32 0.25 Insect Screen (default) R3 Window Right (Right -115) 4.7 4.0 1 18.7 0.32 0.25 Insect Screen (default) R4 Window s Right( 5)� -�� _ 5.0� x„6.0 1 30.0 0.32 0.25 Insect Screen (default) R5 Window ` :, + JRigKt (Flight 115) I a 5.0 - i6.0 1 30.0 0.32 0.25 Insect Screen (default) R6 Window ? Right (Right -115) 5.0 6.0,E ` 1 w r 30.0 0.32 0.25 Insect Screen (default) DOORS _. 01 --�"'` ` 02 03 04 Name �`� Side of Building Area (ft) U -factor Gdoor1 Gwall Left 96.0 1.00 Gdoor2 Gwall Right 144.0 1.00 BUTTE GGui BUILDING DIN/ -.-• APP"OIV'- .. Registration Number: 215-No050189A-000000000-0000 Registration Date/Time: 2015-02-23 07:38:18 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-02122015-694 Report Generated at: 2015-02-23 06:54:28 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Gattavara Home Calculation Date/Time: 06:49, Mon, Feb 23, 2015 Calculation Description: Gattavara Home Input File Name: Gattavara Home.ribd CF1 R -PRF -01 Page 5 of 9 OVERHANGS AND FINS 01 02 ti� 03 04 05 06 07 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang • Cavity/Frame: no insul. /2x4 Left Fin Right Fin • Roof Deck: Wood Siding/sheathing/decking Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up Distl- Bot Up Depth Top Up Dist R Bot Up F1 8 1.5 21.5 3 0 0 0 0 0 0 0 0 0 F2 French Door 8 1.5 15 10.5 0 0 0 0 0 0 0 0 0 F3 8 1.5 4.5 22.5 0 0 0 0 0 0 0 0 0 L1 2 1.5 52.5 13 0 0 0 0 0 0 0 0 0 L2 2 1.5 33 33.5 0 0 0 0 1 0 0 0 0 0 L3 2 1.5 24.5 42 0 0 0 0 0 0 0 0 0 131 2 1.5 1 1.5 0 0 0 0 0 0 0 0 0 R1 Fench Door 7 1.5, 38 28.5 0 0 0 0 0 0 0 0 0 R2 2 1.5 `F 30 35 0 0 0 0 0 0 0 0 0 R3 2 1.5 l 25 39.5 0 0 0 0 0 0 0 0 0 R4 �� f 2.r ti.� 1.5) �,/-15 / 50, r y0` �� 0 I 0 0 0 0 0 0 0 R5 2 1:5r 10 t 55 `""0. 0? !0 0 0 0 0 0 0 R6 % - 1.5 " 4,51 j 601 0-- 0" 0 0 0 0 0 OPAQUE SURFACE CONSTRUCTIONS_-_--- "\ 01 02 ti� 03 04 05 06 07 Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers • 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 Chid R38 Ceiling below attic attic) Wood Framed Ceiling in. O.C. R 38 0.025 Over Floor Joists: R-28.9 insul. • Inside Finish: Gypsum Board • Cavity/Frame: R -19/2x6 • Exterior Finish: Wood R19 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 t ,,SYdi g/sheathing/decking BUIL®INC DIVISION Registration Number: 215-N0050189A-000000000-0000 Registration Date/Time: 2015-02-23 07:38:18 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-02122015-694 Report Generated at: 2015-02-23 06:54:28 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Gattavara Home Calculation Date/Time: 06:49, Mon, Feb 23, 2015 Calculation Description: Gattavara Home Input File Name: Gattavara Home.ribd CF1 R -PRF -01 Paged of 9 SLAB FLOORS 01 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) Min Gas - 1/1 01 02 03 04 05 06 07 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Heated Gslab Garage 740 81 None 0 No Slab On Grade Conditioned 1473 174 None 0.8 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage ACH @ 50 Pa Not Required Not Required Not Required — WATER HEATING SYSTEMS 01 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) Min Gas - 1/1 DHW c _ Standard b» Tankless gas 1 - none - WATER HEATERS. - 01 0211./� 03 -04# 05 / ,f ;�(r.�` 06 07 08 Name r-�^• j Heater.Elemeht Type 1 Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) Tankless gas f Propane Small Instantaneous 1 0.82 195000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation Control Central DHW Distribution Min Gas - 1/1 Cooling System 2 HVAC Fan 1 Attic Default SPACE CONDITIONING SYSTEMS -pt »16 _ y V " 01 02 03 04AP. 06 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name N , — Fan Name Distribution Name Cooling System 2:Heating System 2:Attic Default:HVAC Fan 1:1 Other Heating and Cooling System Heating System 2 Cooling System 2 HVAC Fan 1 Attic Default Registration Number: 215-N0050189A-000000000-0000 Registration Date/Time: 2015-02-23 07:38:18 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-02122015-694 Report Generated at: 2015-02-23 06:54:28 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Gattavara Home Calculation Date/Time: 06:49, Mon, Feb 23, 2015 Calculation Description: Gattavara Home Input File Name: Gattavara Home.ribd HVAC - HEATING UNIT TYPES 01 02 03 Name Type Efficiency Heating System 2 CntrlFurnace - Fuel -fired central furnace 92 AFUE CF1 R -PRF -01 Page i of 9 HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 Name System Type Efficiency EER SEER Zonally Controlled Multi -speed Compressor HERS Verification Cooling System 2 SplitAirCond 12.2 14 Not Zonal Single Speed Cooling System 2 -hers -cool HVAC COOLING - HERS VERIFICATION 01 02 i7 03 04 05 06 Name Verified Airfl w j Airflow rge Verified EER Verified SEER Verified Refrigerant Charge Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Attic Default -hers -dist Required Cooling System 2 -hers -cool Required -' /,35d \ Required Required Required HVAC - DISTRIBUTION SYSTEMS 01 T 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 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 6.0 Not Required Not Required Not Required Not Required -- HVAC-FAN SYSTEMS BUILDING;-i'rtt- Gf sed 01 02 A DraDo",r1t 04 Name Type F er a s1 M) .`fl 3— ° .-g HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan Registration Number: 215-N0050189A-000000000-0000 Registration Date/Time: 2015-02-23 07:38:18 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-02122015-694 Report Generated at: 2015-02-23 06:54:28 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOp Project Name: Gattavara Home Calculation Date/Time: 06:49, Mon, Feb 23, 2015 Calculation Description: Gattavara Home Input File Name: Gattavara Home.ribd CF1 R -PRF -01 Paged of 9 HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1 -hers -fan Required 0.58 IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 29.73 0.25 Default 0 Required �,- BUiLDH"'-f`-° I ISION AIRF=; �'. � -ED Registration Number: 215-N0050189A-000000000-0000 Registration Date/Time: 2015-02-23 07:38:18 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-02122015-694 Report Generated at: 2015-02-23 06:54:28 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Gattavara Home Calculation Date/Time: 06:49, Mon, Feb 23, 2015 Calculation Description: Gattavara Home Input File Name: Gattavara Home.ribd CF1 R -PRF -01 Paged of 9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Martin Alvis Company: Signature Date: M & T Energy Analyst 2015-02-23 07:35:54 Address: CEA/HERS Certification Identification (If applicable): P.O. Box 534 City/State/Zip: Phone: Chico, CA 95927 530 990 0030 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 featuret 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. 3. The building design features or system.design features identified,on-this-Certificate of_Compliiance-are-consistent-with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted,to the enforcement agency for approval with this building permit application. Responsible Designer Name: /: i Responsible Designer Signature: Cash Colby Company: - = - Date Signed:- - -- Plans and Designs by Cash Colby 2015-02-23 2015-02-23 07:38:18 Address: License: po box 915 - n/a City/State/Zip: Phone: oroville, CA 95965 5305331510 BUT -TE COLv1 BUILDING DMSv Digitally signed by Ca10ERTS. This digital signature is provided in order to secure the content of this registered document, and in o y i re R r t 'an�Rrovider responsibility for the accuracy of the information. Registration Number: 215-N0050189A-000000000-0000 Registration Date/Time: 2015-02-23 07:38:18 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R'-02122015-694 Report Generated at: 2015-02-23 06:54:28 JOB: Gattavara IJ LOCATION: - r JOB: Gattavara LOCATION: - "iTe k TRUSS ENGINEERING 655 Cal Oak Rd. , POWER TO PERFORM. N .. .- _ -P.O. Box 1947 7777 Greenbackes, Ince - 7777 Greenback Lane _ « ` � � � - Oroville 95965 Y 4 , _ ,D, � ,Ca Suite 109 Citrus Heights, Ca.95610 Phone: (530)534-0300 - Phone: (916)676-1900%WOWFax:(530)534-5269 Fax: (916)676-1909. . Ojui,m �1rMLv�PAEiVT.SyyEppRVICES ..BUTTE • r f g, ry�yj�"�I�4� _ 6J V G 1 d. - 0 _ DATE1 _ j 5 BY , \. (_ (((///���JJJ��� ll'. � � �3 ' _ � ' •\ � , f� .L .• . ' ' 'T� r �\.� v` I `� I M L Fi, 1 �- r ' lo- LUMBER- In f i• ' - ;► HARDWARE .. ► STOCK PLANS _ ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES 1 .1a I� ,�• 1 1 I' ti +� i ► PRE FRAMED S _ WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. I This Image was created with �sv.rc .,WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. - - • - �- F <�Z� .• i 4 ,+ � `"1 1 V TIMBER - - TRUSSES REQUIRE EXTREME CARE IN HANDLING BUTTE COUNTY PRODUCTS INSPECTION BUYER ACCEPTS THAT LUMBER AND LUMBER PRODUCTS2015 O 3 °t ���� 105 S.E. 124th AVE. s MAY CONTAIN MOLD SPORES, THE PRESENCE OF WHICH MAR Vancouver, Wa. 98684 WILL NOT BE CONSIDERED A DEFECT Phone: (360)449-3840 DB�LOpMENT _ SERVICES ® L Fax:(360)449-3953 -3 " !. ' • • � * n• s •, �• -.t ir# ' T _ J_ �lr`' •j�' • r � . I �' � 14• � T. .w �/� '-A T ' •-, t y T 4 � y ' v • a' -. �. ..l . -i., . • • . Y •'••' ♦ i�.r f T� h. . .yl! rY ti ? • . y • . 4 �• _ � 1. � .fir -�+. .' '�� T• . / .�1, � ". J•�.. . - ® t I.—MiTek" { MiT.ek USA, Inca i 7777 Greenback Lane ' Suite 109 Citrus Heights, CA, 95610 _ Telephone 916/676-1900 Re: Gattavara M - _ Fax 916/676-1909 Gattavara The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R43863279 thru R43863302 My license renewal date for the state of California is December 31,2016. , 4 t. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. `. BUTTE OOUNTY • BUILDING DIVISION - APPROVED 4� x-11410 76428 --- February 19 2015 Hernandez, Marcos ' The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the ' responsibility of the building designer,'per ANSI/TPI 1. ,� Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 1 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in H-in-s'Ixteenihs. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-brocing, is always required. See SCSI. 0Truss 1 n 66 2. Truss bracing must be designed by an engineer. For tnra Individual lateral braces themselves 1 2 3 wide spacing, TOP CHORDS may require bracing, or allemative T, I, or Eliminator T bracing should be considered. T cx•2 cza WEBS-' 4 3. Never exceed the design loading,shown and never Q Cr, stack materials on inadequately braced trusses. O ��� ;� ; 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U a designer, erection supervisor, property owner and plates 0-'A& from outside CL +' u U all other interested parties. edge Of truss. 0- 5. Cut members to bear tightly agaimt each other. C7.8 BOTTOM CHORDS 6. Place plates on each face of inns at each This symbol indicates the 8 7 6 5loint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes tenses Will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MITek 20/20 software Of Upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with tire retardant, preservative treated or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 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 ESR -1311, ESR -1352, ER -5243, 9604B, specified. by text in the bracing section of the 955-43,96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 - spacing indicated on design. if indicated. 95110,84-32,96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 Il. spacing, or less, 9 no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 Mitek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. reaction section indicates joint number where bearings occur. 17. install and load vertically unless indicated otherwise. . 18. Use of green or treated lumber may pose unacceptable - environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPIi : National Design Specification for Metal 19. Review oil portions of this design (front, back. words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction.MiTek ® is not sufficient. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rV PERFORM.'" ANSON 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. M7ek Engineering Reference Sheet:,MR-7473 rev. 10'08 Job Truss Truss Type , Qty Ply Gattavara [15:0-1-12 Ed4el LOADING (psf) 5x5 'Z�' 7777 Greenback lane 7777 CSI R43863279 GATTAVARA_M - All COMMON 1 1 • _ TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) Job Reference o t'o e enaeawr Homes, urovme, cA Mona* 1.4su s sue zo zu1:s ml i ex mauslnes, mc. 1 nu reD 1e 14:be:13 zolb r8ge 1 - ' ID:3UE9XYe9rz4vjmgBwDOQ I azkV79-UN WO_ommPGrAynLVayNfPh48jpf08Ja9YCOKKazj WAy 3.6.5 -0.11 411-11 &SS 2t ' Scale = 1:67.1 •b. - _ „ 8x10 M18SHS - . 3x4 = a 5x8 8.00 12 4 - 20 . 5 21 6 22 1.5x4 5x6 6 j , Plate offsets (X.Y): 12:0 -2-0.0-1-81,13:0-2-12.0-3-41,14:0-7-8.0-1-121,16:0-5-12.0-2-01 Applicability of design parameters and proper incorporation of component is responsibility, of building designer- not truss designer. Bracing shown 18:0-2-8.0-3-41 [9:0-2-0.0-1-81, n3:D-2-8.0-3-01 [15:0-1-12 Ed4el LOADING (psf) 5x5 'Z�' 7777 Greenback lane 7777 CSI DEFL in (loc) I/deft Ud , PLATES TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.13 •9-11 >999 _' 360 MT20 TCDL 10.0 Lumber Increase 1.25 �qp Vert(TL) -0.20 9-11 >827 240 M18SHS = BCLL 0.0 ', ' Rep Stress Incr YES WB X0.28 Horz(TL) 0.01. 18 n/a n/a BCDL 10.0 Code IBC2012/TP12007 24 �, (Matrix) Weight: 216 lb 9 c i ` 3x4 i " _ 25 - 26 27 28 29. 17 16 15 30 31 32 - 33 14 13 12 - 11 1019 34 3x4 '� - .1.5x4 I I , . 3x4 = • 6x6 = 3x4 = 1.5x4 I I, - c ' a - 5x5 - r 3x8 = ' 12511 19-6-5 + 8-5-5 10-0.8 1 18-0-0 16 12 j0-7�-0 25511 324W ' f r 655 . - _ 3.73 0. . 22 1 2-2-7 F SBS 0.Z 12 ih11 411-11 I 8 -SS 1-3-9 Plate offsets (X.Y): 12:0 -2-0.0-1-81,13:0-2-12.0-3-41,14:0-7-8.0-1-121,16:0-5-12.0-2-01 Applicability of design parameters and proper incorporation of component is responsibility, of building designer- not truss designer. Bracing shown 18:0-2-8.0-3-41 [9:0-2-0.0-1-81, n3:D-2-8.0-3-01 [15:0-1-12 Ed4el LOADING (psf) SPACING 2-0-0 7777 Greenback lane 7777 CSI DEFL in (loc) I/deft Ud , PLATES TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.13 •9-11 >999 _' 360 MT20 TCDL 10.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.20 9-11 >827 240 M18SHS = BCLL 0.0 ', ' Rep Stress Incr YES WB X0.28 Horz(TL) 0.01. 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 �, (Matrix) Weight: 216 lb GRIP 220/195 220/195 FT = 20% t I. - F' LUMBER 1. BRACING ' TOP CHORD 2x4 DF No.2 TORCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.2 . 2-0-0 oc purlins (6-0-0 max.): 4-6. WEBS 2x4 DF No.2 ry. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 6-13, 4-16, 6-14 ' MiTek recommends that Stabilizers and required Moss bracing be installed during truss erection, in accordance with Stabilizer - Installation ' REACTIONS All bearings 0-5-8. - , (lb)- Max Horz2=204(LC6) 'BUILDINGDIVISION, Max Uplift All uplift 100 Ib or less at joint(s) except 2=148(1-C 8), 16=127(LC 8), Max Grav All reactions 250 Ib or less18)' t(s) except 2=485(LC 17), 16=731(LC 17), APPROVED.. O E 14=1048(LC 14), 9=585(LC 18)• ` • * _ v, FORCES '(1b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. a TOP CHORD 2-3=-313/54, 3-4=11/268, 8-9=486/108 BOT CHORD 11-12=0/311, 9-11=0/313 WEBS 3-17=0/375, 3-16=-449/133, 5-14=338/42, 8-12=438/121, 8-11=0/384, 4-16=-384/36, 1 6-14=600/109, 7-12=-300/100, 6-12=-147/583 ' NOTES Y 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. Il; Exp C; enclosed; MWFRS (directional); 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) All plates are MT20 plates unless otherwise indicated.1 ' 5 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 2-0-0 wide will ! rd between the bottom chord and any other members, with BCDL = 10.0psf. ` 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 Ib uplift at joint 2, 127 Ib uplift at joint 16 101 Ib uplift at joint 14 and 180 Ib uplift at joint 9. 1' r 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.01b live and 6.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depictthe size or the orientation of the puriin along the top and/or bottom chord. r y .1 LOAD CASE(S) Standard , x f - 4�Q� �pT N10 176428 RXR 12/31/2016 4 ' \`�TFQFCq���`�•' ' February 19,2015 WARNING - Verify, design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF7473 rev. OVIV2015 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. Applicability of design parameters and proper incorporation of component is responsibility, of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ' fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Qualtly Criteria, DSB-89 and SCSI Building Component 7777 Greenback lane 7777 Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria, VA 22314. r - - 109 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/ Center plate on joint unless x, y offsets are Indicated. 1 6-4-8 dimensions shown in tt4r}sWeenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stabil ty bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is atwbys required. See SCSI. i n �' /16 2. Tens bracing must be designed by an engineer. For tnra individual lateral braces themselves 1 2 3 TOP CHORDS wide spacing, may require bracing, or alternative T. I, or Eliminator T bracing should be considered. T ci-2 cza WEBS 4 3. Never exceed the design loading shown and never Q stack materials on inadequately braced trusses. O�•- 3 �r� 3 4. Provide copies of this tens design to the building designer, erection supervisor, owner and For 4 x 2 orientation, locateU ep = property interested plates 0 -'ad' from outside 0- �' v U a0 other parties. edge Of truss_ 5. Cut members to bear tightly against each other. - C7 -8p 0 - - BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 oint and embed fully. Knots and wane at joint 1. required direction of slots in are regulated by ANSI/TPI connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location detalls available In MiTek 20/20 software Of upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressty noted, this design isnot applicable for use with fire retardant, preservative treated or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice ls to x to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, sze, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling isinstalled, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but 0 2006 MTekO All Rights Reserved 15. Connections not shown are the responsibi7ty of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Nil project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of his design (front_ back, words Plate Connected Wood Truss Construction. ® se and pictures] before use. Reviewing pictures alone isnot sufficient.DSB-89: Design Standard for Bracing. MiTek BCSI: Building Component Safety Infonnation, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet:.Mll-7473 rev. 10208 Job Truss Truss Type e) I Qty Ply Ganevara SSS 6.0.8 BUILDING DIVISION 7-0.10 + 8.0.8 SSS Plate Offsets (X.Y): [2:0-2-0.0-1-81.[3:0-2-8.0-3-41.17:0.2-8 R43863280 GATTAVARA M Al2 COMMON 10 1 CSI 'lJob (loc) I/deft Ud PLATES GRIP TCLL 20.0 eee ce (optional ID:3UE9XYe9rz4vjmgBwDOQIazkV791N91Xg9gHTV6VRPeGpoRbZXFo9Q7m467bTq_YTLzjWAu -2-0-0 6-55 12-511 11:0-o 19.6.5 251111 32.0-0 2-0.0 6-55 6.0.6 316_5 3$5 6-0-6 8 -SS Scale = 1:81.2 1 4x6 i 4x8 Q 3x4 = 8.00112 - 4 16 5 17 6 1.5x4 II 5xB = 5x8 = 1.5x4 11 REACTIONS (Ib/size) 2=1395/0.5-8 (min. 0-1-8),8=1395/0-5-8 (min. 0-1-8) Max Horz 2=204(LC 6) 8-5S 12-511 Max Uplift 2=278(!_C 6), 8=-278(LC 8) 19-&5 256.11 32-0-0 SSS 6.0.8 BUILDING DIVISION 7-0.10 + 8.0.8 SSS Plate Offsets (X.Y): [2:0-2-0.0-1-81.[3:0-2-8.0-3-41.17:0.2-8 0-3-41 f8:0-2-0 0-1-81 111:0-3-12.0-3-01 [12:0-3-12 0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0.19 11-12 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.33 11-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 - Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code IBC20121TPI2007 (Matrix) Weight: 177 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except BOT CHORD 2x4 DF No.2 2-0-0 oc purlins (5-7-14 max.): 4-6. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12,5-11 MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation Guide. REACTIONS (Ib/size) 2=1395/0.5-8 (min. 0-1-8),8=1395/0-5-8 (min. 0-1-8) Max Horz 2=204(LC 6) Max Uplift 2=278(!_C 6), 8=-278(LC 8) BUTT COUNTY FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 2 -3= -1899/280,3-4=1466/295,4-5=1138/291,5-6=1138/291,6-7=1466/295, BUILDING DIVISION 7-8=-1899/280 BOT CHORD 2-13=94/1531,1 2-1 3=9511 52 9, 11-12=0/1186, 10-11=95/1470, 6-10=94/1472 WEBS 3-13=0/383, 3-12=-428/133, 4-12=-35/475, 6-11=-35/475, 7-11=428/133, 7-1 0=01383 APPROVED NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 Ib uplift at joint 2 and 278 Ib uplift at joint 8. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0Ib live and 6.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Graphical pudin representation does not depict the size or the orientation'of the purlln along the top and/or bottom chord. LOAD CASE(S) Standard 'p Of US/ 76428 , O M rF9 -CAL1 February 19.2015 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 02y1 !/2015 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and B for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the 611 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Informatlon available from Truss Plate Institute. 781 N. Lee Street. Suite 312, Alexandria. VA 22314. Suite 109 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 1 6-4-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing. 8 always required. See SCSI. to 2. Tens bracing must be designed by an engineer. For 0 /16 1 2 3 wide tem spacing, individual lateral braces themselves TOP CHORDS may require bracing, or altemative T• I, or Eliminator bracing should be considered. cr-2 C2-3 WEBS 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O �•� 3: 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U �, a = designer, erection supervisor, property owner and interested plates 0 -'ad' from outside a +' v U all other parties. edge of truss. O 5. Cut members to bear tightly against each other. c �ra0 BOTTOM CHORDS 6. Place plates on each face of tens at each This symbol indicates theg 7 6 5 Cationsand embed fully. Knots and wane at joint 1. required direction of slots in ocare regulated by ANSI/TPI Connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location detalls available In MiTek 20/20 software Or upon r@QU@St. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shag not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design B not applicable for use with fire retardant, preservative treated or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 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 ESR -1311, ESR -1352, ER -5243, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or.Eliminotor bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2006 MiTekg All Rights Reserved approval of an engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: _ ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. ® 19. Review au portions of this design (front, back, words and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek is not sucient. sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER Tro PERFORM.'" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet:•MI1--7473 rev. 10208 Job Truss Truss Type Dry Ply Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 IGOevera 843863281 GATTAVARA_M Al2A COMMON 4 1 Code IBC2012/TPI2007 n/a n/a (Matrix) Job efe e ce (optional Endeavor Homes, Oroville, CA 95965 7.430 s Jul 25 2013 MITek Industries. Inc. Thu Feb 19 14:59:20 2015 Page 1 i ID:3UE9XYe9rz4vjmgBwDO0t azkV79-mkRfSBs9lQV4lsNrUw?IBAtIPeOfHR719nDC4gzjWAr -2 OO 6.55 12-511 16.0.0 19.8-5 0.7 25-611 32-0.0 34-0.0 2.0.0 65-5 8.0.8 3di5 3.65 -0.11 4-11-11 655 2-0.0 �1 Scale = 1:64.8 4x6 i 4x4 = 3x4 = 8.00 12 4 18 5 - 19 6 20 3x5 1.5x4 11 5x8 = 5x8 = 3x4 = 1.5x4 11 6S -S 9.6- 0. 3 6S5 60� 7-0-10 -0.11 4-11-11 655 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2012/TPI2007 CSI DEFL in floc) I/deft L/d TC 0.77 Vert(LL) -0.1613-14 >999 360 BC 0.84 Vert(TL) -0.3013-14 >999 240 WB 0.43 Horz(TL) 0.08 9 n/a n/a (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BOT CHORD WEBS REACTIONS (Ib/size) 2=1395/0-5-8 (min. 0-1-8),9=1395/0-5-8 (min. 0-1-8) Max Hoa 2=204(LC 7) Max Uplift 2=278(1-C 8), 9=278(1-C 8) FORCES (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1899/280, 3-4=1466/295, 4-5=1137/290, 5-6=1132/286, 6-7=1349/334, 7-8=1516/305, 8-9=1897/278 BOT CHORD 2-15=94/1532, 14.15=95/1530, 13-14=0/1188, 12-13=6/1180, 11-12=92/1466, 9-11=91 /1468 WEBS 3-15=0/383, 3-14=-428/133, 4-14=-40/480, 6-13=-134/575, 8-112=4101117,8-1111=0/384, 7-12=-68/454, 7-13=-456/151 PLATES GRIP MT20 220/195 9 6 A Weight: 196 Ib FT = 20% Structural wood sheathing directly applied or 3-1-4 oc purlins, except 2-0-0 oc purlins (5-7-15 max.): 4-6. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 5-14,5-13 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. tau- E G;OUN w Y BUILDING DIVISION! APPROVED ED NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 Ib uplift at joint 2 and 278 Ib uplift at joint 9. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSlrrPI 1. 8) This truss has been designed for a moving concentrated load of 250.01b live and 6.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom Chord. - LOAD CASE(S) Standard NO 4 RA w 76426Tn Q EXP. 12/51/2016 ; sCIVIC February 19,2015 WARNING - Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 02118/2015 BEFORE USE. Design vald for use only with MTek connectors. This design is based only upon parameters shown, and Is for on individual building component. ® • Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not two designer. Bracing shown ' is far lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPII Qualily Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Two Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Cit- HMf1hin CA ArAlA Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property s/4 Center plate on joint unless x, y offsets are Indicated. 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both Sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. '1/16 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS wide tnra spacing, individual lateral braces themselves may require bracing, or aBemative T, I, or Eliminator T bracing should be considered. t i C1-2 c2-3 WEBS 4 3. Never exceed the design loading shown and never p r stack materials on inadequately braced trusses. O W c?�•� 3 � W O= 4. Provide copies of this tans design to the building For 4 X 2 Orientation, locate U a designer, erection supervisor, property owner and plates 0 -'Ad' from outside 0- �' u CJ all other interested parties. edge of truss. a0 S. Cut members to bear tightly against each other. cr 7 BOTTOM CHORDS 6. Place plates on each face of tans at each This symbol indicates the8 7 6 5 Cations and embed fully. Knots and wane at joint required direction of slots in care regulated by ANSI/TPI 1. connector plates. 7. Design assumes treses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MITek 20/20 software Or upon f@qU@it. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a nonstructural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice ls to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. lumber used shall be at the species and size, and In all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32, 96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MTekO All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - - environmental, health or performance risks. Consult with project engineer before use. Industry Standards: - ANSI/TPI1: National Design Specification for Metal 19. Review oil portions of this design (front: back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing.. MiTek Is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER fro PERFORM'" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Meta) Plate Connected Wood Trusses. M7ek Engineering Reference Sheet:.Mll 7473 rev. 10'08 Job Truss Truss Type Qty PlyGattavara [3:0.2-8.0-3-01. i4:0-7-8.0-1-121, 16:0-6-8.0-1-121. i7:0-2-8.0-3-41. i8:0-2-0.0-1-81. [11:0-3-0.0-3-Ot. x13:0.3-0.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d R43863282 GATTAVARA_M Al2B COMMON 6 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.26 13-14 >999 240 Job eee ce o t'o a Endeavor Homes, Orovllle, CA 95965 7.430 s Jul 25 2013 MiTek Industries, Inc. Thu Feb 19 14:59:23 2015 Page 1 ID:3UE9XYe9rz4vjmgBwD001 azkV79-BJ6o4Dul2Ltf9K6093Y?poVpd2RUoLTrlRsh?zj WAo -2-0-0 6 -SS 12-511 16.0.0 17� 1985 25811 320 34-0.0 2-0-0 &166.0-6 385 -0.0 285 6-0-6 8-55 Scale = 1:69.1 8x10 M18SHS = 8.00 f12 1.5x4 I I 6x10 MT18H 17 5 18 6 1.5x4 II 5x6 = 3x8 = 5x6 = 1.5x4 II 8 -SS 12-511 17-0-0 r 19.6.5 25$11 32b0 SSS 8.0$ 485 285 8-0-8 SSS Plate offsets (X.Y): 12:0-2-0.0-1-81. [3:0.2-8.0-3-01. i4:0-7-8.0-1-121, 16:0-6-8.0-1-121. i7:0-2-8.0-3-41. i8:0-2-0.0-1-81. [11:0-3-0.0-3-Ot. x13:0.3-0.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0.14 2-14 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.26 13-14 >999 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.08 8 n/a n/a M18SHS 220/195 BCDL 10.0 Code IBC2012/rP12007 (Matrix) Weight: 188 lb FT=20% t LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except BOT CHORD 2x4 DF No.2 2-0-0 oc purlins (5-6-11 max.): 4-6. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 1 Row at midpt 4-12, 5-12, 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1395/0-5-8 (min. 0-1l-8),8=1395/0-&8 (min. 0-1-8) Max Horz 2=204(LC 7) Max Uplift 2=278(LC8),8=278(LCB) `V,1� y� ,BUILDING DIVISION, FORCES (Ib) - Max. Ten. - All forces 250 (Ib) or less except when shown. 1900/2Max. TOP CHORD 2-3=-1900/279, 3-4=1464/297, 4-5=1168/292, 5-6=1169/293, 6-7=1462/297, APPROVED 7-8=-1901/279 BOTCHORD 2-14=93/1521, 13-14=94/1519, 12-13=0/1171, 11-12=0/1131, 10-11=-94/1472, 8-10=93/1474 WEBS 3-14=0/389, 3-13=-436/130, 4-13=30/488, 6-11=-39/507, 7-11=447/130, 7-10=0/391, 5-12=289/53, 6-12=103/272 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vesd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); 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) All plates are MT20 plates unless otherwise indicated. 5 This truss has been designed for a 10.0 sf bottom chord live load nonconcurrent with an other live loads. Q N 9 P Y � IQ-•• `' % h . 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. C-0- r✓j �/ r, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 Ib uplift at joint 2 and 278 Ib uplift at t5U 7642 Joint 8. L 8) This truss Is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. X 9) This truss hes been designed for a moving concentrated load of 250.Olb live and 6.Olb dead located at all mid panels and at all panel - points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. C(V!1\P / LOAD CASE(S) Standard QF CA�,Y�4 February 19,2015 �p WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 02/161015 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllity of the 0-1 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding I fabrication• quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Informatlon available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Symbols Numbering System AGenera.1 Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause. Property 3/4 Center plate on joint unless x, y offsets are indicated. 1 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, B always required. see BCSI. n /j 2. Trus bracing must be designed by an engineer. For tans individual lateral braces themselves 6 1 2 3 TOP CHORDS wide spacing, may require bracing, or alternative T, I, or Eliminator T should be considered. tbracing t cl-2 c23 WEBS 4 3. Never exceed the design boding shown and never p stack materials on inadequately braced trusses. O �•� ; �r� ; 0:4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U f a designer, erection supervisor, property owner and interested plates ()-'Ag' from outside a u U all other parties. edge of truss. 00 p 5. Cut members to bear tightly against each other. cry car BOTTOM CHORDS 6. Place plates on each face of tens at each This symbol indicates the8 7 6 5 Cations and embed fully. Knots and wane at joint required direction of slots in care regulated by ANSIAPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MITek 20/20 software Of upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless express noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice ls to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 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 ESR -1311, ESR -1352, ER -5243, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but C 2006 MTekO All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - - environmental, health or performance risks. Consult with project engineer before use. Industry Standards: - — ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone Is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r'o PERFORM." ANSI/TPI 1 quality Crlteria. Installing & Bracing of Meta) Plate Connected Wood Trusses. MTek Engineering Referenpe Sheet%Mll-7473 rev. 106'08 Job Truss Truss Type Qty PtyGenavere I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 R43863283 GATTAVARA_M A13 COMMON 2 1 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.3410-11 >999 240 Job Reference (optional enaeawr names, �rovme, �n easoa r.asu s uurzo Nr s Mi i eK inausmes, mc. i nu reo iu ra:oe:zo zuio rage r ID:3UE9XYe9rz4vjmgBwDOO1 azkV79-btoxjEwwLGFEOnq?rB5i0R7KZ33ih9zwXjgWlKzj WAI -6-55 12-511 18-0-0 1985 256-11 32.0.0 340-0 6-55 6.0.6 385 385 8-0.8 fi•SS 2.1 Scale c 1:59.5 4x6 O. 3i4'-- Q 3x4 = 8.00 F - 3 15 4 16 5 ' 1.5x4 II 5x8 = 5x8 = 1.5x4 II SSS 12-511 19-E-5 2S&11 32-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.19 10-11 >999 360 MT20 220/195 = TCDL 10.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.3410-11 >999 240 BCLL 0.0.* Rep Stress Incr YES WB 0.40 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 174 Ib FT = 20% LUMBER BRACING TOP CHORD .2x4 DF No.2 TOP CHORD BOT CHORD 2x4 DF No.2 WEBS 2x4 OF No.2 BOT CHORD WEBS REACTIONS (Ib/size) 1=1257/0-5-8 (min. 0-1-8),7=1400/0-&8 (min. 0-1-8) Max Horz 1-197(1-C 6) Max Uplift 1=194(1-C 8), 7=-282(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1935/311, 2-3=1480/307, 3-4=1147/299, 4-5=1145/297, 5-6=1475/302,' 6-7=-1907/287 BOT CHORD 1-12=125/1565,11-112=125/1563, 1D-11=0/1194,9-10=100/1476,7-9=99/1478 WEBS 2-12=0/390, 2-11=-457/161, 3-11=46/483, 5-10=-40/480, 6-10=428/132, 6-9=0/383 Structural wood sheathing directly applied or 2-10-4 oc purlins, except 2-0-0 oc puffins (5-7-12 max.): 3-5. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 4-11,4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. BUTTE COUN I y BUILDING DIVISION APPROVED NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); 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 2-0-0 wide will fit between the bottom chord and any other members, with BCOL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 Ib uplift at joint 1 and 282 Ib uplift at joint 7. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.O1b live and 6.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard "',<926 of .. 4 764262 EAP, 2/3112016KI I Q iliL�Fo4`\P February 19,2015 WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev. a2/f8/2015 BEFORE USE. Design valid for use only with Mlek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity, of the 0 erector. Additional permanent bracing of the overall structure Is the responsblity, of the building designer. For general guidance regarding fabrication. quality control. storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. I6-4-8 dimensions shown in ft-in-sudeenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss t. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing. B atways required. See BCSI. i n 2. Truss bracing must be designed by an engineer. For �' /16 1 2 3 TOP CHORDS wide tnra spacing, individual lateral braces themselves may require bracing, or aflemotive T, I, or Eliminator T bracing should be considered. T C1-2 WEBS 4 3. Never exceed the design loading shown and never p, stack materials on inadequately braced trusses. O �•� ; r{y� 3 O= 4. Provide copies of this inns design to the building For 4 x 2 orientation, locate U a, s desrgner, erection supervisor, property owner and interested plates 0 -'Ag' from outside o- �' u U all olher parties. edge of truss. 5. Cut members to bear tightly against each other. I C7-8 C6 -7p BOTTOM CHORDS 6. Place plates on each face of tans at each This symbol indicates the 8 7 6 5 �oint and embed furry. Knots and wane at joint required direction of slots in ocations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes tenses will be suitably protected from the environment In accord with ANSI/TPI I. Plate location details available in MITek 20/20 SOttWafe Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless axpressy noted, this design isnot applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structurar consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no cerring is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MTekO All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or atter inns member or plate without prior approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards' - ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone is not sucient. sufficient. DSB-89: Design Standard for Bracing. MiTek SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, PpWER fr'O PERF0RK " ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Referenpe Sheet:. Mll-7473 rev. 10208 Job Truss Truss Type Oty Ply Ganavafrearence 1.25 TCDL10.0 - Lumber Increase 1.25 R43863284 1 GATTAVARA_M A14 COMMON 4 1 Code IBC2012/TP12007 B-0.6 . ,0-3-41.17:0-2-9.D-1-81.19:0-3-12.0-3-01,110:0-3.12.0-3-01 Job (optional mweevor Homes, umwle, uA u0mo 1.4JU s JUI zb "ij mi I eK Inauslnes, inc. I nu rev le 14:be:Ju zuib nage 1 ID:3UE9XYe9re4vjmgBwDOO1azkV79-Uf1RYc OPWIV08m41AebHIOYgRddzyVSLekRSzjWAh 65-5 12-5.11 16-0-0 19$ $ -5 2511 32-0-0 6-5-5 6.0-6 36.5 385 6-0.6 .1.1 r .. 'Scale= 1:58.2 4x6 -9 Anne 3 A 3x5 = 3x4 = . 4x6 -t 14 • 4 15 5 11 1.5x4 II LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL10.0 Lumber Increase 1.25 BCL([ 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2012/TP12007 LUMBER TOP CHORD 2ir4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 e , a 10 <.. <� « 9 8 5x8 = •, 5x8 = 1.5x4 II S11 198525-6.11 0$ - - 7-0-10 B-0.6 . ,0-3-41.17:0-2-9.D-1-81.19:0-3-12.0-3-01,110:0-3.12.0-3-01 CSI DEFL in (loc) I/defl L/d TC 0.79 Vert(LL) -0.19 9-10 >999 360 BC 0.87 Vert(TL) -0.34 9-10 >999 240 WB 0.40 Horz(TL) 0.08 7 n/a n/a (Matrix) 3x5'= 6 -ss PLATES GRIP MT20 220/195 Weight: 170 Ib FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except 2-0-0 oc purlins (5-7-11 max.): 3-5. ' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10.4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=1262/0-5-8 (min. 0-1-8),7=1262/0-5-8 (min. 0-1-8) Max Horz Upli= ([- 7) BUTTE COUNTY Max Upliftl=198198(LC B), 7=-198(LC 8) FORCES (lb) - Max. Comp./Mex. Ten. - All forces 250 (lb) or less except when shown. BUILDING DIVISION TOP CHORD 1-2=-1943/317, 2-3=1489/314, 3 4=1154/305, 4 5=1154/305, 5 6=1489/314; , ��®� 6-7=-1943/317 BOT CHORD 1-11=187/1554, 10-11=188/1552, 9-10=64/1185, 8-9=188/1513, 7$=187/1515 WED EBS 2-11=01390,2-10=-457/160, 3-10=-50/487, 5-9=50/487, 6-9=-457/160, 6-8=0/390 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 Ib uplift at joint 1 and 198 Ib uplift at joint 7. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.01b live and 6.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard opROFUS/- �e4� 'T N10 w 764,26 tx EXP. 12/31/201( CIVl11, \ rFQFCA February 19,2015 WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. OV161015 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity, of the - e erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding _ fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Cdtedo, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Symbols Numbering System AGenera.1 Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause. Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-insixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, Is alwbys required. See BCSI. T Q' h - 2. Truss bracing must be designed by an engineer. For tnra Individual lateral braces themselves 6 1 2 3 TOP CHORDS wide spacing, may require bracing, or alternative T, I, or Eliminator bracing should be considered. cr-z C-2-3 WEBS 4 Sze 3. Never exceed the design loading shown and never inadequately braced trusses. p stack materials on O �•� ;y� ; Oz 4. Provide copies of this tens design to the building For 4 x 2 orientation, locate U a designer, erection supervisor, property owner and plates 0- 'nd' from outside (- +' u U +cr all other interested parties. edge Of tfUSS. CL 5. Cut members to bear tightly against each other. r0 r O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 6 5 joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. required direction of slots in Connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details avallable In MITek 20/20 SOttWaf@ Or upon f@QU@if. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design isnot applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice ls to x to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 01:6 (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint �� number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - environmental, health or performance risks. Consult with protect engineer before use. Industry Standards - -- ANSI/TPI1: National Design Specification for Metal 19. Review portions of design Iback, words Plate Connected Wood Truss Construction. � and picttuo res) before ussee . Reviewinngg pictures ctures alone Is not sufficient. Design Standard for Bracing. MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ' P011WER r O PERFORAoL` ANSVIPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Referenpe Sheet:. MII-7473 rev. 10-'08 Job Truss Truss Type Qty Ply Gattavara (loc) I/deft L/d PLATES GRIP 843863285 GATTAVAR4_M A15 COMMON 4 1 8-10 >999 360 MT20 220/195 TCDL 10.0 b ee o t'o a ....ever Homes, urevlUe, uA eDHoa fAJU S JUI Z0 ZU73 MI I eK Inaustres, inc. 1 nu Fea le 14:09:3) ZUI* Page 1 ID:3UE9XYe9rz4vjmgBwDOQ 1 azkV79-uEjaBeOJhQ7EMSSL19kLDvvYRtT8gKmySJsO2Qzj WAe 6.5-5 12-511 1 16.0.0 17-0.0 19.6.5 25511 3250 ,340.0 8-55 6-06 355 1-0.0 255 6-0.6 6-55 ..2^ 8x10 M 18SHS _ 1.5x4 11 8x10 MT18H Q Scale: 3MIS"=1' 3x ' 3x4 = 5x8 = 3x8 = 5x6 = 1.5x4 It LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) -0.14 8-10 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.22 8-10 >999 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Ina YES WB 0.39 Horz(TL) 0.04 8 n/a n/a M18SHS 220/195 BCDL 10.0 Code ISC2012rTP12007 (Matrix) Weight: 192 Ib FT = 20% LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING TOPCHORD BOT CHORD WEBS REACTIONS (Ib/size) 1=144/0-5-8 (min. 0-1-8), 8=1257/0-5-8 (min. 0-1-8), 15=1544/0-5-8 (min: 0-1-10) Max Horz 1=197(LC 6) Max Uplift1=190(LC 13).8=262([_C 8),15=212(1_ C 8) Max Grav 1=175(LC 28), 8=1257(LC 1), 15=1544(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-37/508,2-3=-818/179, 3-4=1083/251, 4-5=927/265,5-6=927/265' 6-7=-1219/270,7-8=1661/252 BOT CHORD 1-15=356/101,14-15=356/101, 13-14=18/710, 12-13=0/860, 11-12=0/929, 10-11=72/1275, 8-10=71/1277 WEBS 3-14=536/113, 3-13=-9/266, 4-13=36/256, 4-12=-46/308, 6-11=39/510, 7-11=-453/131, 7-10=0/392, 5-12=288/54, 2-15=1457/221, 2-14=-119/1146 Structural wood sheathing directly applied or 3-5-10 oc purlins, except 2-0-0 oc purlins (6.0-0 max.): 4-6. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-15,14-15. 1 Row at midpt 4-13, 5-12, 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. BUTTE C OUN 11 BUILDING DIVISION APPROVED NOTES ' 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); 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) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf.. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 Ib uplift at joint 1, 262 Ib uplift at joint 8 and 212 Ib uplift at joint 15. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.Olb live and 6.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along,the top and/or bottom chord. LOAD CASE(S) Standard �QgoF�ssioA; �. °� U 7682 c5 z * \ _ ,'d x11'ik , VI February 19,2015 ... .- WARNING. y ..._... .. _._ erify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7479 rev. 0211U2015 BEFORE USE. Design valid for use only Wth MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. _ Applicability of design parameters'and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability, during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/11`I1 Quality CMerla, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Symbols Numbering System AGenera.1 Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/ Center plate on joint unless x, y offsets are indicated. 1 6-4-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteen iris. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability tracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See SCSI. 1 n /16 2. Truss bracing must be designed by an engineer. For 1 2 3 wide tens spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, L or Eliminator bracing should be considered. T cr-s C2 -3T WEBS 4 3. Never exceed the design loading shown and never p stack materials on inadequately traced trusses. O ��� ; �r� 3 4. Provide copies of this tens design to the building designer, erection supervisor, owner and For 4 x 2 orientation, locate U u property interested plates 0 -'ad' from outside a. U all other parties. edge of truss. 0 0 5. Cut members to bear tightly against each other. cry z BOTTOM CHORDS 6. Place plates on each face of tens at each This symbol indicates the 8 7 6 5 oint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPl 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/rPl 1. ' Plate Iocallon detaUs available In MITek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shoo not exceed f 9% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice ls to x to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated PRODUCT CODE APPROVALS are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, by text in the bracing section of the 95-43,96-31,9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32, 96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with - project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone Is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rG PERFORM.` ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet; Mll-7473 rev. 10208 Job Truss Truss Type Qty Ply Ganavara (loc) I/deft I PLATES GRIP Rd3863288 GATTAVARA_M A16 -.COMMON TC 0.75 1 1 " >999 360 MT20 220/195 _ TCDL 10.0 b oe e e o ti e r$ J 3x I ID:3UE9XYegrz4vjmgBwDOOlazkV79-n?y5O93pleeggTA6_7oHN14DOUr4m71X3xgbBB4WAa 6S5 12-511 18.0.0 17-0.0 19.65 25611 32-0.0 34-0.0 6S5 60.6 ; 5 1-60 285 6.66 6S5 r2- 0 Scale: 3/18"=1' _ 8x10 M18SHS = -• 1.5x4 11, 6x10 MT18H Q ' • 3x4 = 5x6 = 3x8 = 5x6 = 1.5x4 11 It LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) -0.14 8-10 >999 360 MT20 220/195 _ TCDL 10.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.22 8-10 >999 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.04 8 n/a n/a M18SHS 220/195 BCDL 10.0 Code IBC2012/rP12007 (Matrix) Weight: 192 Ib FT = 20% LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 `WEBS 2x4 DF No.2 BRACING TOPCHORD BOTCHORD WEBS REACTIONS (Ib/size) 1=144/0-5-8 (min. 0-1-8),8=1257/D-5-8 (min. 0-1-8),15=1544/0-5-8 (min. D-1-10) Max Horz 1=197(1_C 6) Max Uplift 1=190(LC 13), 8=262(LC 8), 15=212(LC 8) Max Grav 1=175(LC 28), 8=1257(LC 1), 15=1544(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-37/508,2-3=-818/179,3-4=1083/251,4-5=927/265,5-6=927/265, 6-7=-12191270, 7-8=1661/252 BOT CHORD 11-15=356/1011,114-15=356/101, 13-14=18/710.12-13=0/860,11-12=0/929, 10-11=72/1275, 8-10=71/1277 WEBS 3-14=536/113, 3-13=-91266. 4-13=36/256, 4-12=46/308, 6-11=39/510, 7-11=-453/131, 7-10=01392.5-12=288/54,2-15=-1457/221, 2-14=-119/1146 Structural wood sheathing directly applied or 3-5-10 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-15,14-15. 1 Row at midpt 4-13, 5-12, 6-12 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. BUTTE COUNTY BUILDING DIVISION. APPROVED NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=oft; Cat. II; Exp C; enclosed; MWFRS (directional); 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) All plates are MT20 plates unless otherwise indicated. 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 inall areas where a rectangle 3-6-0 tall by 2-0-0 wide will id between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 Ib uplift at joint 1, 262 Ib uplift at joint 8 and 212 Ib uplift at joint 15. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.O1b live and 6.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrenl with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top,and/or bottom chord. LOAD CASE(S) Standard 400FESSl�/V �aQTN10``:'{F U v 76-426 �XPr�31/2076 �4F February 19.2015 qp WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 02H6/20/5 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not thus designer. Bracing shown ' Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding No I fabrication, quality control• storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSS -89 and BCSI Building Component 7777 Greenback Lane Safety Inforrnation available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause- Property 3/ Center plate on joint unless x, y offsets are indicated. 1 6-4-8 dmensions shown in ftan4ixteenths Damage or Personal Injury Dimensions are in ft-in-s'Ixteenths. (Drawings not to scale) 1 Apply plates to both sides Of truss 1. Additional stability bracing for tnra system, e.g. and fully embed teeth. diagonal or x-bracing, is always required. See SCSI. i n �' /16 2. Tens bracing must be designed by an engineer. For tnra individual lateral braces themselves 1 2 3 wide spacing, TOP CHORDS may require bracing, or altemaiive T. I, or Eliminator bracing should be considered. C1-2 c2-3 WEBS 4 3. Never exceed the design loading shown and never 0e stack materials on inadequately braced trusses. O ��� ; �r� 3:0 4. Provide copies of this inns design to the building For 4 x 2 orientation, locate V ep a = designer, erection supervisor, property owner and i plates 0 ns' from outside +� u a U au other interested parties. edge Of truss. 5. Cut members to bear tightly against each other. cry �ra0 BOTTOM CHORDS 6. Place plates on each face of tens at each This symbol indicates theg 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes lenses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MITek 20/20 SOttWar@ Or Upon r@qU@if. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice a to x to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 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 ESR-1311, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but m 2006 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint Ra Ra number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, healfh or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1 : National Design Specification for Metal 19. Review t u portions of this design inn pi back words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. ® Isnot sufficient. DSB-89: Design Standard for Bracing. MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet, MIP473 rev. 1&!08 " Job Truss Truss Type Qty PlyGanevere R43863287 GATTAVAR�M A17 COMMON 1 1 Job Reference (optional cnaeawr Homes, �rvvme, s,ra nvnov - - - r.00u s am zo zura mr i ex mcusmes, mc. i nu rev iv ia:oa:ni zuio rage r ID:3UE9XYe9rz4vjmgBwDOQlazkV79-fmCcsN6Kpt86J5UtDgtDXbFu56Bfixp7 ZopKyzjWAW -2-0-0 8.55 12-511 16.0.0 17 19$5 25-&11 32-0-0 340-0 2.0.0 SSS ;2-_5- 3-65 -0.0 2-65 6-0.6 SSS 2-0-0 Scale = 1:69.1 8x10 M18SHS = 1.5x4 11 6x10 MT18H 8.o0 12 4 17 5 18 6 1.5x4 II 5x6 = 3x8 = 5x6 = 1.5x4 II I¢ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0.14 2-14 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.26 13-14 >999 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.08 8 n/a n/a M18SHS 220/195 BCDL 10.0 Code IBC2012rrP12007 (Matrix) Weight: 188 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except BOT CHORD 2x4 DF No.2 2-0-0 oc purlins (5-6-11 max.): 4-6. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt ' 4-12, 5-12, 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation oulde. '��/ REACTIONS size) 2=1395/0-5-8 (min. 0-1-8),8=1395/0-5-8 (min. 0 1 8) MaB U�E CO� 11 1 i Max Horz 2=204(LC 7) ' Max Uplift2-278(LCB),8=-278(LC8) BUILDING DIVISION FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1900/279, 3-4=1464/297, 4-5=1168/292, 5-6=1169/293, 6-7=1462/297, APPROVED 7-8=-1901/279 BOTCHORD 2-14=93/1521,13-14=94/1519,12-13=0/1171,11-12=0/1131, 10-11=-94/1472, 8-10=93/1474 WEBS 3-14=0/389, 3-13=-436/130, 4-13=30/488, 6-11=-39/507, 7-11=-447/130, 7-10=0/391, 5-12=289/53, 6-12=103/272 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); 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. ps�QFES- 4) ES - A' 4) All plates are MT20 plates unless otherwise indicated. 'I'D 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. �. ✓2 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 Ib uplift at joint 2 and 278 Ib uplift at 7 642 a joint z 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0Ib live and 6.0Ib dead located at all mid panels and at all panel FXP, 42134/2016 points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. �! 10) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. LOADCASE(S) Standard . CAI.. February 19,2015 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1.7473 rev. 02116/2015 BEFORE USE. Design valid for use only with Mitek connectors. This design Is based only upon parameters shown, and Is for on individual building component. - Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of ;he 8 erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/fPll Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Symbols Numbering System AGenera,l Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/ Center plate on joint unless x, y offsets are indicated. 1 6-4-8 dimensions shown in 1114n-sudeenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) 1 Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, B always required. See SCSI. 1 n /16 2. Truss bracing must be designed by on engineer. For 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or altemaiive T, I, or Eliminator T bracing should be considered. T ci-s c2-3 WEBS 4 3. Never exceed the design loading shown and never p stack materials on inadequately braced trusses. O ��� ;� 3 0 4. Provide copies of this tens design to the building desiggner, erection supervisor, owner and For 4 x 2 Orientation, locate U u property an other interested plates 0-'na� from outside rL U parties. edge Of truss. 0 p 5. Cut members to bear tightly against each other. cry r r— BOTTOM CHORDS 6. Place plates on each face of tans at each This symbol indicates theg 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes tenses will be suitably protected from the environment In accord with ANSI/TPI I. ' Plate location details available In MlTek 20/20 SOtiWar@ Or Upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design isnot applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibi lity of truss fabricator. General practice is to x to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32, 96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings Ono (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or atter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Bel project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Renew portions of design (trop, back, words Plate Connected Wood Truss Construction. O to and pictures) before use. Reviewing pictures alone use. isnot sufficient. DSB-89: Design Standard for Bracing. MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r0 PERFORM.' ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet; Mll-7473 rev, 10208 Job Truss Truss Type Qty PlyGehevara Plate Offsets (X,Y): [2:0-2-0,0-1-81. [3:0-2-8.0-3-41 [4:0-7-8.0-1-121• [6:0-&8 0-1-121. [7:0-2-8 0-3-41. [8:0-2-0 0-1-81 [11:0-3-0 0-3-01 [13:0-30 0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in R43863288 GATTAVARA_M A18 COMMON 1 1 2-14 >999 . 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.26 Job Reference (optional Endeavor Homes, Oroville, CA 95965 7.430 s Jul 25 2013 MITek Industries. Inc. Thu Feb 19 14:59:44 2015 Page 1 ID:3UE9XYe9rz4vjmgBwDO0I azkV79-3LlkUOBD6oWgAYCSuzQwgEtPKJCLvIYZg W1 TwHzj WAT -2-0-0 6S5 12-511 160-0 1F11(� 1985 25611 3280 2.0.0 ' 655 60-6 385 1A0 285 608 655 Scale = 1:69.1 8x10M18SHS = ' 1.5x4 11 6x10 MT18H 8.00 12 4 17 5 18 6 " 1.5x4 II 5x6 = 3x8 = 5x6 = 1.5x4 II s 6S5 12-511 17-0.0 19.65 25811 32.0.0 6S5 6.0.8 485 285 { 6-0-6 6S5 Plate Offsets (X,Y): [2:0-2-0,0-1-81. [3:0-2-8.0-3-41 [4:0-7-8.0-1-121• [6:0-&8 0-1-121. [7:0-2-8 0-3-41. [8:0-2-0 0-1-81 [11:0-3-0 0-3-01 [13:0-30 0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0.14 2-14 >999 . 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.26 13-14 >999 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.08 8 n/a n/a M18SHS 220/195 BCDL 10.0 Code IBC2012rrP12007 (Matrix) Weight: 188 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except BOT CHORD 2x4 DF No.2 2-0-0 oc purlins (5811 max.): 4-6. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 1 Row at midpt 4-12, 5-12, 6-12 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS (Ib/size) 2=1395/0-5.8 (min. 0-11-8),8=1395/13-55-8 (min. 0-1-8) Max Horz 2=204(LC 6) Max Upiift2=278(LC 8), 8=-278(LC 8) i11 1 �� GOUN I Y FORCES (Ib) -Max. Max. Ten. -All forces 250 (Ib) or less except when shown. DIVISION TOP CHORD 2-3=-1900121900/279, 3-4=1464/297, 4-5=1168/292, 5-6=11 6 69/293, -7=1462/297, BUILDING 7-8=-1901/279 BOT CHORD 2-14=93/1521, 13-14=94/1519, 12-13=0/1171, 11-12=0/1131, 10-11=-94/1472, APPROVE D 8-10=93/1474 WEBS 3-14=0/389, 3-13=-436/130, 4-13=30/488, 6-11=-39/507, 7-11=447/130, 7-10=0/391, 5-12=289/53, 6-12=103/272 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate r ,grip DOL=1.33 - - -. - 3) Provide adequate drainage to prevent water ponding. RQ SSfOp� 4) All plates are MT20 plates unless otherwise Indicated. 5 This truss has been designed for a 10.0 psf bottom chord live load nanconcurrent with any other live loads. �O 9 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 -2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. COD' Gj 7) ProvidejDmechanical connection (by others) of truss to bearing plate capable of withstanding 278 Ib uplift at joint 2 and 278 Ib uplift at ° 76428 8) This truss Is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.01b live and 6.01b dead located at all mid panels and at all panel RX 12/31/2016 points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Sf 01V LOAD CASE(S) Standard QFCAI,- February 19,2015 Q WARNING - Verily design Paramerem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 02/1612015 BEFORE USE. Design valid for use only with n.LTek connectors. This design Is based onty upon parameters shovm. and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional tempora" bracing to Insure stability during construction is the responsibfllity of the e erector. Additional permanent bracing of the overall structure is the respcnsibility of the building designer. For general guidance regarding fabdcatlon, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 781 N. Lee Street Suite 312, Alexandria, VA 22314. Suite 109 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets ore indicated. 1 6-4-8 dimensions shown in ft4n-sudeenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x-brocing, is always required. See BCSI. 1 n /16 2. Truss bracing must be designed by an engineer. For individual lateral braces themselves 1 2 3 wide tnra spacing, TOP CHORDS may require bracing, or alternative T, I, or Eliminator bracing should be considered. cr-z c2a wEes 4 3. Never exceed the design loading shown and never 0 stack materials on inadequately braced trusses. O�•� ; gra 3 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U s Oz designer, erection supervisor, property owner and plates 0 nay from outside uall o- U other interested parties. edge of tR155. 0 5. Cut members to bear tightly against each other. C7-87 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 5 Cationsand embed fu�y. Knots and wane at joint 1. required direction of slots in locare regulated by ANSI/TPI Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPl I. ' Plate location details available In MITek 20/20 8. Unless otherwise noted, moisture content of lumber software Or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted, this design is not apPlicable for PLATE SIZE use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of buss fabricator. General practice ls to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are rrdnimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 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 ESR -1311, ESR -1352, ER -5243, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTekO All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Bl•Bl• ® 18. Use of green or treated lumber may pose unacceptable tffj- — environmental, health or performance risks. Consult with - project engineer before use. Industry Standards: - ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design jhont, back words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. 0 Is not sufficient. DSB-89: Design Standard for Bracing. MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER Ta PERFORA011.11 ANSI/TPI i Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet; MII-7473 rev. 10-'08 Job Truss Truss Type Qty 11 r ' IPly1Gattavare 843863288 GATTAVARA_M A20 GABLE 1 1 Job eee ce(optional) ID:3UE9XYe9rz4vjmgBwDOQ 1 azkV79-7EHPeXKdaPPYTssLGcB RG0_6FM WKw7jn7M9myvzj WAE -2 ,0 12-5.11 191'x5 32-0.0 34.0.0 2.0.0 12-5.11 7.0.10 12-511 2.0 3x4 = 3x4 = 8.00 12 11 12 13 684 15 67 16 EIB 69 18 19 38 S ) Scale = 1:61.2 71 21 72 22 73 23 74 5x5 24 75 25 76 26 77 27 78 28 79 29 -- -- -- -- -- - -- -- -- -- -- -- - -- -- -- -- -- — -. - -- -- -- -- — - -- -- -- -- - - -- -- -- -- --- 3x4 = 3x4 — 3x4 = 3x4 = 30 d 32-0-0 32.0.0 Plate Offsets (X.Y): x7:0-2-8.0-3-01. 112:0-2-0.0-2-31. x19:0-2-0.0-2-31 124:0-2-8.0-3-01 LOADING (psf) SPACING 2-D-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.00 29 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.02 30 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.01 29 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 271 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 2x4 DF No.2 2-0-0 oc purlins (6-0-0 max.): 12-19. OTHERS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at mldpt 15-44,16-43,13-46,14-45,17-42,18-411 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS All bearings 3240-0. (lb) - Max Horz 2=204(LC 7)p ��-E W , I" iv Max Uplift All uplift 100lb or less atjoint(s) 44, 43, 56, 55, 54, 53, 52, 51, 50, B 1J rY 49, 45, 42, 38, 37, 36, 35, 34, 33, 32, 31 except 2=135(LC 8), 29=135(LC 8) BUILDING DIVISION Max Gray All reactions 250 Ib or less at joint(s) except 2=358(LC 48), 29=358(LC 75), 03), 53(30 112), 43=300(30 89), 56=269(=3 101), 55=320(=3 102), 54=307(30 APPROVED � ^ �"y ®� 103), 53=307(30 104), 52=309(30 105), 51=312(30 106), 50=309(30 107), ejs/ ®�.(, 49=310(LC 108), 48=308(LC 109), 46=310(LC 110), 45=291(LC 87), 42=291(LC 114), 41=310(LC 115), 39=308(LC 116), 38=310(LC 117), 37=309(LC 118), 36=312(LC 119), 35=309(LC 120), 34=307(LC 121), 33=307(LC 122), 32=320(LC 123), 31=269(LC 124) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-56=257/20, 4-55=272/58, 554=262/44, 653=-251/41, 8-51=254/48, 23-36=254/48, 2534=251/41, 2633=262/44, 27-32=272/58, 28-31=-257/20 NOTES 1) Unbalanced roof live loads have been considered for this design. '4 Qrn. i, 4Z, 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=2ft; Cat. II; '0,� N �Q Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 4 �� . �7\ grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (nornal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI1TPI 1. E� 76428 pF1 4) Provide adequate drainage to prevent water ponding. LiL 5) All plates are 1.5x4 MT20 unless otherwise Indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 9) • 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 2-0-0 wide will j `- CSV I'i,- fd between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 44, 43, 56, 55, 54, \ N. 0 CAL1. 53, 52, 51, 50, 49, 45, 42, 38, 37, 36, 35, 34, 33, 32, 31 except (jt=lb) 2=135, 29=135. - _ - 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 19,2015 ter`^.M•rs��ne� n�G - WARNING - Verify design pamm- efe-m end READ NOTES ON THIS A -_N_ D INCLUDED M?EK REFERANCE PAGE MIP 7473 rev. 021664015 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. Appiicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown ` Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity, of the We erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 14- 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x-bracing, is always required. See BCSI. 2. Trus bracing must be designed by an engineer. For 0i i / 1 3 2 wide taus spacing, Individual lateral braces themselves require bracing, or altemative T, I, or Eliminator T TOP CHORDSmay should be considered. T C1-2 C2.3bracing WEBS 4 4Y 3. Never exceed the design loading shown and never inadequately braced trusses. p stack materials on O �•� ;� ; O 4. Provide copies of this thus design to the building For 4 x 2 orientation, locate U a = designer, erection supervisor, property owner and interested plates 0-'Al' from outside a �' u U atl other parties. edge of truss. 0 CL 5. Cut members to bear tightly against each other. c 2 0 BOTTOM CHORDS 6. Place plates on each face of truss at each o This symbol indicates the g 7 6 5 oint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. required direction of slots in connector plates. 7. Design assumes tenses will be suitably ly protected from the environment in accord with ANSVTPI 1. *Plate location details available In MITek 20/20 software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/IETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of buss fabricator. General practice a to x to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are rrdnimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 96048, by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67, ER-3907,9432A 14. Bottom chords require lateral bracing at 10 fl. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but 0 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or atter truss member or plate without prior approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 1 B. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with ME project engineer before use. Industry Standards' ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone is not sucient. sufficient. DSB-89: Design Standard for Bracing. MiTek SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER 1rO PERFOR&L" ANSI/TPI 1 Quality Cafterio. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MIt-7473 rev. 10208 Job Truss Truss Type City Ply eve canR43863289 ' a. GATTAVARA_M A20 GABLE 1 1 4 Job erearence (optional tnoea— nomes, urovine, cA eaaea aosu sdui zo zu,s onn ex ,nousme,, mc. i nu reo is m:uu:uz zu m rage z ID:3UE9XYe9rz4vjmgBwD001 azkV79-YpzYGYMVsKn7KJawxIISul cdUZY17USDpK00ZEzj WAB NOTES 12) This truss has been designed for a moving concentrated load of 250.Olb live and 6.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrentwHh any other live loads. _ -13) Graphical purlin representation does not depict the size or the orientation of he pudin along the top and/or bottom chord. } LOAD CASES) Standard FE COUNTY t BUILDING DIVISION APPROVED r OF WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 02MV2015 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. - Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the erector. Additional penngnent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 781 N. Lee Street; Suite 312. Alexcndrta, VA 22314. • • - ` Suite 109 - Symbols Numbering System AGenera.1 Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft4ri-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. 1 /16 2. Trus bracing must be designed by an engineer. For 1 2 3 wide tnra spacing, individual lateral braces themselves TOP CHORDS may require bracing, or aflemative T. I, or Eliminator T bracing should be considered. T c1-2 c2-3 WEBS 4 3. Never exceed the design loading shown and never p 4, stack materials on inadequately braced trusses. O �•� ; gym � Oz 4. Provide copies of this tens design to the building designer, erection supervisor, owner and For 4 x 2 orientation, locate U f property as other interested OAN plates 0 -'Aa' from outside e_ v" v parties. edge of truss. - 5. Cut members to bear tightly against each other. r0 BOTTOM CHORDS 6. Place plates on each face of tans at each This symbol indicates the8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes tenses will be suitaby protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MiTek 20/20 software or Upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsib ility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 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 ESR -1311, ESR -1352, ER -5243, 96048, specified. by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but 0 2006 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with Bel project engineer before use. Industry Standards' ANSI/TPI1: 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 Truss Construction. ® is not sucient. sufficient. DSB-89: Design Standard for Bracing. MiTek SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r'O PERFORAL" ANSOPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet; Mll-7473 rev. 10-'08 f Job Truss Truss Type Qty Ply Gattavara Rd3B63290 lob-Referance GATTAVARA_M A20CAP GABLE 1 1 (optional vuca.•u, nun,ca, v, uvwc, ..n wooerr.wu s dm za zuro mi i ex mousrnes, mc. r nu reo se so:uu:uo zusa rage 1 *f„ i . ID:3UE9XYe9rz4vjmgBwDOQlazkV79-yOfguaPO9F9iBnJVdtirME9dnYRKuMfVHc4AZzjWA8 -2-0-0 516-5 j 9.0.10 11-0.10 2-0.0 31'-5 . 365 I' 2-0.0 1 3x4' _ - Scale = 1:16.9 4, 14 9 15 8 16 2x4 = 1.5x4 II 1.5x4 II 2x4 = l 2-0-0 9.0.10 11-a10 2-0-0 7-0.10 - 2-0.0 Plate Offsets (X.Y): f4:0-2-O,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft - Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.19 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 22 Ib FT = 20% LUMBER BRACING ' TOP CHORD .2x4 DF No.2 _ TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF No.2 MITek recommends that Stabilizers and required cross bracing r be installed during truss erection, in accordance with Stabilizer REACTIONS All bearings 7-0-10. - (ib) - Max Horz 1=44(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 2, 6, 9, 8 except 1=135(LC 22), 7=135(LC 25) " Max Grav All reactions 250 Ib or less at joints) except 1=252(LC 21), 7=252(LC 33), 2=319(LC 28), 6=319(LC 26 , BUTTE COUNTY 9=328(LC 37), 8=328(LC 38) 9UILDING DIVISION FORCES (lb) - Max. Comp./Mex. Ten. - All forces 250 (lb) or less except when shown. �, 'APPROVED WEBS 3-9=-280/51, 5-8=280/51 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; enclosed; MWFRS (directional); 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 ANSIrrPI 1. 4) Gable requires continuous bottom chord bearing. 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 2-0-0 wide will rd between the bottom chord and any other members. Q 8) Provide 135, apical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 6, 9, 8 except ) 1 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. C-2 o 10) This truss has been designed for a moving concentrated load of 250.Olb live and 6.01b dead located at all mid panels and at all panel (a 76428 points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. E.XR 1213I/201 i LOAD CASE(S) . Standard S.-aFeA�� • February 19,2015 _ -- - - - -- - -- - -- - - - -- - - - ---------- WARNING - verify design parsmefens and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI.7473 rev. OVIS12015 BEFORE USE. Design valid for use only vvith Mrrek connectors. This design Is based only upon parameters shown. and is for an Individual building component. Appllcabirity of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown r is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing. consult ANSI/TPII Quality Criteria, OSB -89 and SCSI Building Component Greenback Lane Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. - ' 7777 7777Suite 109 Symbols Numbering System AGenera.1 Safety Notes PLATE LOCATION AND ORIENTATION - Failure to Follow Could Cause Property s/4 Center plate on joint unless x, y offsets are indicated. 6-48 dimensions shown in ftin-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for tens system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See SCSI. 0.14 6 Truss bracing must be designed by an engineer. For truss individual lateral braces themselves 12. 2 3 wide spacing, TOP CHORDS may require bracing, or alternative T, I, or Eliminator bracing should be considered. C1-2 c24 WEBS 3. Never exceed the design loading shown and never stack materials on inadequately traced trusses. ce O •� 3 � i61 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U 0 designer, erection supervisor, property owner and plates 0-'n6' from outside a. U sip other interested parties. edge of truss. sip 5. Cut members to bear tightly against each other. cr r BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MiTek 20/20 Software Or Upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% of time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design a not applicable for use with fire retardant, preservative treated or green lumber. The first dimension is the plate _ CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice B to x to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are rrdnimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 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 ESR -1311, ESR -1352, ER -5243, 96048, specified. by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 8432, 96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. BEARING Indicates location where bearings 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - environmental, health or performance risks. Consult with project engineer before use. Industry Standards: — — — — ANSI/TPI1: 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 Truss Construction. ® is not sufficient. DSB-89: Design Standard for Bracing. MiTek SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r0 PERFORAOL" ANSI/TPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet; Mll-7473 rev. 10208 Job Truss Truss Type Qty Plycanevere (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 R43863291 GATTAVARA_M ACAP PIGGYBACK � 34 1 Vert(TL) -0.04 2-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES Job Reference (optional �nvs:r,vvr r,vrr ., nanDo f.aju s Jul zo X1.114 mi i eK mausines, mc. i nu veD re rb:uu:ub zum rage i ID:3UE9XYe9rz4vjmgBwDOQ i azkV79-QaC26wPOwYHZpxuhAbp42tnINAr43K_okxMei7zj WA7 I -2-D-0 3.6.5 F 7.0.10 9-0.10 2-0-0 3-65 3-6-5 200 . r' 4x4 = Scale= 1:16.7 3 ` LOADING (psf) �c CSI 3 ` LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.03 2-6 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.04 2-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Metrix) Weight: 21 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD; 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. { WEBS. 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer REACTIONS (Ib/size) 1=265/0-5-8 (min. 04-12), 5=265/0-5-8 (min: 0-4-12) Max Horz 1=-45(LC 6) Max Uplift /=-41(LC 8), 5=-41(LC 8) -• t 5 � �O� ��� MaxGrav1=389(LC21),5=389(LC29) 1.+ BUILDING DIVISION FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=455/65, 34=455/65 _ BOT CHORD 2-6=-16/380, 4 6=16/380 -®V APPm ED WEBS 3-6-0/389 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 8=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; enclosed; MWFRS (directional); 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 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify, capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 5. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0Ib live and 6.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) See Standard Industry Piggyback Truss Connection Detail for Connectiomto base truss as applicable, or consult qualified building designer. . LOAD CASES) Standard ' • ©4s�QF�SSI��� .. cj 16428M at c7 z QF �AIiF February 19,2015 WARNING - Vefffy deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473rev. 02(1611015 BEFORE USE. , Design valid for use only with m1ek connectors. This design is based only upon parameters shown, and Is far an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown ^^- is for lateral support of individual web members only. Additional temporary bracing to insure stability during constructlon is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding Net fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TM1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 ' Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property s/+ Center plate on joint unless x, y offsets are indicated. 1 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) 1 Apply plates to both sides of truss 1. Additional stability bracing for truss system. e.g. and fully embed teeth. diagonal or x -bracing, is always required. See SCSI. 2. Trus bracing must be designed by an engineer. For 0.1/' � 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or ofiemaiive T, I, or Eliminator bracing should be considered. T I ci-s c� WEBS 4 3. Never exceed the design loading shown and never 0 stack materials on inadequately braced trusses. O�•� ;� ; 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U s Oz designer, erection supervisor, property owner and plates 0 -'Al' from outside a +' v () all other interested parties. edge Of 1fU55. p 5. Cut members to bear tightly against each other. C7.8 � BOTTOM CHORDS 6. Place plates on each face of tins at each This symbol indicates the 8 7 6 5 oint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes treses will be suitably protected from the environment in accord with ANSViPI 1. Plate locaflon details available In MITek 20/20 8. Unless otherwise noted, moisture content of lumber SOttWar@ Or Upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted, this design b not applicable for PLATE SIZE use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber Is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate. type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 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 ESR -1311, ESR -1352, ER -5243, 96048, specified. by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 f1. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or after truss member or plate without prior <�no (supports) occur. Icons vary but © 2006 MiTeW All Rights Reserved approval of on engineer. reaction section indicates joins number where bearings occur. 17. Install and load vertically unless indicated otherwise. �� ® 1 B. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Is[ project engineer before use. Industry Standards: ANSI/TPI l : 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 Truss Construction. ® is not sucient. sufficient. DSB-89: Design Standard for Bracing. MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER >rC7 PERFORNL" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MIP473 rev. 10-'08 Job Truss Truss Type Qty Ply Gattavara TOP CHORD 2x4 DF No.2 'Except TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 411,6-12,11-14: 2x6 DF No.2 G 2-0-0 oc purlins (6-0-0 max.): 4-14, 6-12. Rd3863292 GATTAVARA_M A01 GABLE 1 1 be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS All bearings 14-0-0 except (jt=length) 2=10-6-0, 23=10.6-0, 24=10.6-0, 25=10-6-0. ob 8a erence factional cnue.w� Wool .Haul r .�.o�i mm rug. r ID:3UE9XYe9rz4vjmgBwDOQ 1 azkV79-nYOx9dT815wrvimez8PFIwU3mBZEkZIYuD3PODzj WA2 -2-0.0 34-1 10.0-0 12-511 140.0 160 18-0-0 '1955 22-0.0 2&7-15 32-0-0 ,340.0 , 2.0.0 341 57-1s 2-511 155 2-0.o 2-0.0 1 -5 2-511 57-15 2.0.0 Scale = 1:65.2 15.4 11 5x5 = 12 6x6 6 758 76 10 77 59 1.50 II 44 25 45 24 46 23 8x8 = 21 49 20 50 19 51 18 52 8x8 = 3.4-1 10.0-0 140.0 18.0.0 i 22-0.0 28-0.0 2&7-15 32-0-0 1 341 6.7-15 40-0 40.0 40.0 40-0 2-7-15 341 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code IBC2012/TPI2007 CSI TC 0.63 BC 0.29 WB 0.23 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) -0.01 21-22 >999 360 Vert(TL) -0.03 21-22 >999 240 Horz(TL) 0.01 16 n/a n/a PLATES GRIP MT20 220/195 Weight: 303 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 'Except TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 411,6-12,11-14: 2x6 DF No.2 G 2-0-0 oc purlins (6-0-0 max.): 4-14, 6-12. BOT CHORD 2x6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.2 JOINTS 1 Brace at Jt(s): 5, 9, 11, 13 OTHERS 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS All bearings 14-0-0 except (jt=length) 2=10-6-0, 23=10.6-0, 24=10.6-0, 25=10-6-0. (lb) - Max Horz 2=204(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) except 2=163(1_C 8), 23=294(1_C 5), 24=-373(LC 8), 19=368(LC 8), 21 =288(!_C 5), 20=176(LC 8), 16=-167(LC 8) 'BUT, TIE COUNTY Max Grav All reactions 250 Ib or less at joint(s) except 2=388(LC 36), 23=1054(LC 62), 24=889(LC 13), 19=925(LC 14), 21=1062(LC 64), 20=687(LC 65), 25=354(LC `QTY LJBSO DIVISION 60), 18=357(LC 67), 16=395(LC 50) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. APPROVED TOP CHORD 4-6=-486/186, 12-14=-526/191, 6-8=356/205, 8-10=364/207, 10-12=362/207 BOT CHORD 22-23=58/432, 21-22=58/432 WEBS 424=676/259, 14-19=697/262, 9-23=-483/100, 9-22=113/699, 9-21=-498/131, 11-21=329/65, 3-25=-256/64,15-18=-266/71, 10-11=-273/67, 6-7=313/65 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuH=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); 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/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 2-0-0 wide will fit between the bottom chord and any other members. 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 163 Ib uplift at joint 2, 294 Ib uplift at joint 23, 373 Ib uplift at joint 24, 368 Ib uplift at joint 19, 288 Ib uplift at joint 21, 176 Ib uplift at joint 20 and 167 Ib uplift at joint 16. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 250.Olb live and 6.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. '09 � �c 0 7642 ` FAR 1213MIM CIV1II. February 19.2015 WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 0211811015 BEFORE USE. Design valid for use only with Mlek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the e erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication• quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Bullding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Sults 109 C.1tru, Height, CA MAJO Symbols Numbering System AGenera.l Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 1 64-8 dimensions shown in ftan-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drowings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See SCSI. 1 n �' 2. Tens bracing must be designed by an engineer. For themselves 2 3 TOP CHORDS wide truss spacing, individual lateral braces may require bracing, or alternative T. I, or Eliminator T bracing should be considered. T C1-2 C14 WEBS 4 3. Never exceed the design loading shown and never p Cty stack materials on inadequately braced trusses. O �•� ;� ; w 0 4. Provide copies of this truss design to the building designer, erection supervisor, owner and For 4 x 2 orientation, locate U property interested plates 0- 'Ai' from outside a. u Usill other parties. edge of in155. a0 5. Cut members to bear tightly against each other. cr BOTTOM CHORDS 6. Place plates on each face of tens at each This symbol indicates the8 7 6 5 Cations and embed fully. Knots and wane at joint by ANSI/TPI 1. required direction of slots in care regulated connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSI/TPI 1. Plate location detalls avallable In MiTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LER. 9. Unless a� ressty noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are rydnimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards' - ANSI/TPI l : National Design Specification for Metal 19. Review au portions of this design jtront, back, words , Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone Is not sufficient. DSB-89: Design Standard for Bracing. MiTek SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER fro PERFORM" ANSIM 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: M11-7473 rev. 10208 • WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7472 rev. 02/161015 BEFORE USE. ' Design valid for use only with A'LTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsib lily of building des'gner - not truss designer. Bracing shown ,r' is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the resporuibllGty of the erector. Additional permanent bracing of the overall structure Is fhe responsibility of the building designer. fror general guidance regarding Me fabrication, quality control, storage, delivery. erection and bracing. consult ANSI/TPII Quality Criteria, DSB-69 and BC51 Building Component 7777 Greenback Lane Safety Infornatlon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandri r Job - - Truss Truss Type Dty Ply Gettevara � .t R43863292 GATTAVARA M AD1 GABLE 1 1 Job Reference (optional) Endeavor Homes, Oroville, CA 95965 - 7.430 s Jul 25 2013 MITek Industries, Inc. Thu Feb 19 15:00:11 2015 Page 2 - ID:3UE9XYe9rz4vjmgBwD001 azkV79-nYOx9dT815wrvimez8PFIW U3mBZEkZIYuD3PODzj WA2 NOTES 13) Girder carries hip end with 6-0-0 end setback. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. - 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 368 Ib down and 153 Ib uplat 25-10-13, and 368 Ib down and 153 Ib up at 6-1-3 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 16) In,the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 = Uniform Loads (plf) Vert: 2-24=-18(F), 23-24=110'1(F), 21 -23=121(F=101),19 -21=10'1(F), 16-19=18(F), 1-4=60, 4-6=60,'12-114=60,14-17=60, 6-12=60 1 Concentrated Loads (lb) ' Vert: 4=270(F)14— 270(F) ' I s t 1 4 BUTTE, COUNTY BUILDING DIVISION APPM ®V�'® • WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7472 rev. 02/161015 BEFORE USE. ' Design valid for use only with A'LTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsib lily of building des'gner - not truss designer. Bracing shown ,r' is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the resporuibllGty of the erector. Additional permanent bracing of the overall structure Is fhe responsibility of the building designer. fror general guidance regarding Me fabrication, quality control, storage, delivery. erection and bracing. consult ANSI/TPII Quality Criteria, DSB-69 and BC51 Building Component 7777 Greenback Lane Safety Infornatlon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandri r 1 a, VA 22314. Suite 109 .. Symbols Numbering System AGenera.1 Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury. Dimensions are in ft -in -sixteenths. (Drawings (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. 1 n 0' h 2. Truss bracing must be designed by an engineer. For inns individual lateral braces themselves 6 1 2 3 TOP CHORDS wide spacing, may require bracing, or alternative T, I, or Eliminator T bracing should be considered. T ci-2 csa WEBS 4 3. Never exceed the design loading shown and never p G, stack materials on inadequately braced trusses. O ��� ; r{y� ; 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, IOCote U a = designer, erection supervisor, property owner and interested plates 0 -'Al' from outside a +' u U all other parties. edge of truss. 0 0- 5. Cut members to bear tightly against each other. cr c6-7 cs a BOTTOM CHORDS 6. Place plates on each face of tans at each This symbol indicates the8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes tenses will be suitably y protected from the environment in accord with ANSI/TPI 1. Plate location details available In MITek 20/20 software Of Upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shag not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design isnot applicable for use with fire retardant, preservative treated or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice's to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 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 ESR -1311, ESR -1352, ER -5243, 96048, specified. by text in the bracing section of the 95-43,96-31,9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 it. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. r 18. Use of green or treated lumber may pose unacceptable - - environmental, health or performance risks. Consult with — - - project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review t u portions of se his design (front, back. words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. ® isnot sufficient. DSB-89: Design Standard for Bracing. MiTek SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r0 PERFORbL " ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet; Mit-7473 rev. 10208 L Job. vmwne, Truss Type + Qty Ply Ganavars • . i, .I t` _ _ , Plates Increase 1.25 * ' R43863293 GATTAVARA_M^ i• ADICAP GABLE - 1 • 1 .2-0-0 �.. BCLL 0.0.* �" WB ' 0.03 5-6-5 t Job Reference o do al enaeawr nomes, vmwne, cN eomo - LOADING(psf) SPACING 2-0-0 CSI + - PLATES' GRIP:' I.oau s um zv zu+a .,, ex mausmes, mc. i nu rev +e io:uuna zuia rage + Plates Increase 1.25 * ' - MT20 220/195 TCDL 10.0 + y ID:3UE9XYe9rz4vjmgBwDOQiazkV79-jw8iaJVPGiAZ97w15ZRigLZWc?HJCWLgLXYVSSzjWAO .2-0-0 �.. BCLL 0.0.* �" WB ' 0.03 5-6-5 t BCDL 10.0 .. Code IBC2012/TPI2007 9.0-10 11-0-10 • 2-D_0 Weight: 22 Ib' FT = 20% ♦ 7 LUMBER• ` , BRACING 316-5 - or 6-0-0 oc bracing. r OTHERS 2x4 DF No.2 3-45-5 2-0-0 , $ a- +• guide, _ • . t t REACTIONS All bearings 7-0-10. + • - ,. i. ` + . Max Uplift All uplift 100 Ib or less at joint(s) 2, 6, 9; 8 except 1=135(LC 22), 7=135(LC 25) '� Max Grav All reactions 250 Ib or less atjoint(s) except 1=252(LC 21), 7=252(LC 33), 2=319(LC 28), 6=319(LC 26), 3x4 • 9=328(LC 37), 8=328(LC 38) . Scale= 1:16.9 •� FORCES (Ib): Max. Comp./Max. Teri. - All forces 250 (lb) or less except when shown.' _ . BUILDING B U I L D I G DIWEBS VISION 3-9=-280/51, 5-8=-280/51 .� rt• ,. .__ ... , . ' .. . + ..' ^ • _ NOTES Y Lj Ar"PROVED • 1) Unbalanced roof live loads have been considered for this design. • 2) Wind: ASCE 7-10; Vuh=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; - - Exp C; enclosed; MWFRS (directional); 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/TPI 1. ' 4) Gable requires continuous bottom chord bearing. ' 5) Gable studs spaced at 1-4-0 oc. ! ' 1z ' y r + 1.5x4II 11' ''+ 1.5x4 .��`•z • _ , ^3. . 5 r 8.00 F12 _ 13 10 • , �. i. 2 : 6 7 _ . x ,, Lj 14 9 ^ 15 8 .' 16 - 2x4 = 1.5x4' I 11.5x4 I I - r 2x4 = - r -2-0-0 9-0-10 11-0-10 ` Plate Offsets (X,Y): 14:0-2-O.Edgel 9 - LOADING(psf) SPACING 2-0-0 CSI + DEFIL in •(loc) I/defl L/d PLATES' GRIP:' TCLL 20.0 Plates Increase 1.25 * TC 0.16 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.19 Vert(TL) , n/a n/a 999 �.. BCLL 0.0.* Rep Stress Incr YES WB ' 0.03 Horz(TL) 0.00 7 - n/a n/a t BCDL 10.0 .. Code IBC2012/TPI2007 (Matrix) _ " t '^ Weight: 22 Ib' FT = 20% ♦ 7 LUMBER• ` , BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.' ;< BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. r OTHERS 2x4 DF No.2 MTek recommends that Stabilizers and required cross bracing }' be installed during truss erection, in accordance with Stabilizer }Installation guide, _ • . REACTIONS All bearings 7-0-10. + (lb) - Max Horz 1=44(LC 7) t ` + . Max Uplift All uplift 100 Ib or less at joint(s) 2, 6, 9; 8 except 1=135(LC 22), 7=135(LC 25) Max Grav All reactions 250 Ib or less atjoint(s) except 1=252(LC 21), 7=252(LC 33), 2=319(LC 28), 6=319(LC 26), • 9=328(LC 37), 8=328(LC 38) . b COUNi Ui i. •� FORCES (Ib): Max. Comp./Max. Teri. - All forces 250 (lb) or less except when shown.' _ . BUILDING B U I L D I G DIWEBS VISION 3-9=-280/51, 5-8=-280/51 .� rt• ,. .__ ... , . ' .. . + ..' ^ • _ NOTES Y Lj Ar"PROVED • 1) Unbalanced roof live loads have been considered for this design. • 2) Wind: ASCE 7-10; Vuh=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; - - Exp C; enclosed; MWFRS (directional); 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/TPI 1. ' 4) Gable requires continuous bottom chord bearing. ' 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed fora 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 2-0-0 wide will 4gpF SSS/pAn'' rlt between the bottom chord and any other members. 8) Provide mechanical 7=135. 9) (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 6, 9, 8 except t=1b) 1 4 ��QT NIS ;y�� �S`C 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI.1. CO _ 2 10) This truss has been designed for a moving concentrated load of 250.01b live and 6.0Ib dead located at all mid panels and at all panel E 7642 ; - points along the Top Chard and Bottom Chord, nonconcurrent with any other live loads. „ C7 M 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. , LOAD CASE(S). Standard .� + '• February 19,2015 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE MIP7473 rev. 0311ar3015 BEFORE USE. r Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. ' Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown .. is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the respons(billity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, 058-89 and BCSI Building Component 7777 Greenback Lane Safety Infornatlon available from Truss Plate institute. 781 N. Lee Street, Suite 312. Alexandria, VA 22314. - , Suite 109 - - Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4 8 dimensions shown in ff-in-sudeenths Damage or Personal Injury Dimensions are in N -in -sixteenths. (Drawings not to scale) Apply plates to both sides Of truss 1. Additional stability tracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. 0 .1/16 2 must an neer. for al 1 2 3 individual laterned wide tTruss russ spacing, g braces themselves TOP CHORDS may require bracing, or otemative T. I, or Eliminator TT should be considered. a-2 C2-3bracing 4 3. Never exceed the design loading shown and never p �, stock materials on inadequately braced trusses. O; O ;Xz 4. Provide copies of this inns design to the building designer, erection supervisor, owner and For 4 x 2 Orientation, locate U 1 = property ad other interested parties. plates 0-146' from Outside o- v U edge of truss. 0 p 5. Cut members to bear tightly against each other. cr ce BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 5 oint and embed fully. Knots and wane at joint locations required direction of slots in are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MITek 20/20 software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design isnot applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice ls to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be at the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, specified. by text in the bracing section of the 955,43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Nil project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of design front, back words andpictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. Isnot sufficient. DSB-89: Design Standard for Bracing. MiTek SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER aro PERFORA4+1" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10-'08 Job Truss Truss Type Qty Ply Gattavere Rd3863294 I GATfAVARA_M B1G COMMON 1 n LJob eee ce o 'o e Endeavor Homes, Oroville, CA 95965 7.430 s Jul 25 2013 MITek Industries, Inc. Thu Feb 19 15:00:25 2015 Page 1 ID:3UE9XYe9rz4vjmgBwDOQ 1 azkV79-N EsE5QewSOhsbrrLo4fXKt3WRrBa0pQb6PSBsPzjW9q 5-2-7 , - 4-9.9 - 4-9.9 5-2-7 40 = I$' Scale = 1:42.5 5-2-7 5-613 4-0-5 5-2-7 Plate Offsets MY): f1:0-4-4.0-2-91.(7:0-4-0,0-5-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.05 7-8 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -0.14 7-8 >903 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code IBC2012rTP12007 (Matrix) Weight: 217 Ib FT = 20% LUMBER BRACING ` TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.2 �. REACTIONS (Ib/size) j1=3968 5L8 (min. 0-2-2), 5=531/0.3-8 (min. 0-1-8),7=5105/.- S8i(min. 0-2-12) Max Horz`1=135(LC 7) Max Uplift 1=579(!-C 8), 5=-694(LC 17), 7=-1334(LC 8) Max Grav 1=3984(LC 17), 5=392(LC 29), 7=5105(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Py ��E COLINT TOP CHORD 1-2=-3196/420,2-3=196/823,3-4=2091983,4-5=-72/1227 B BOTCHORD 1-8=-330/2600,7-8=330/2600,6-7=990/17,5-6=-990/17 WEBS BUILDING DIVISION NOTES 3-7=-1197/295, 4-7=555/439, 4-6=512/515, 2-7=-3771/673, 2-8=-563/3818 APPROVED 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: 6 R 91®V 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; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4QF �5 S/� 5 This truss has been designed for a 10.0 sf bottom chord live load nonconcurrent with an other live loads. q' 9 P Y , 'QQ '.._.. 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 2-0-0 wide will, NOQ.. L, rd 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 whhstanding 100 Ib uplift at joint(s) except Qt=1b) 1=579, 642 5=694,7=1334. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. C7 rZ7 10) This truss has been designed for a moving concentrated load of 250.Olb live and 6.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1257 Ib down and 194 Ib up at 0-2-12, 1242 Ib down and 218 Ib up at 1-11-4, 1242 Ib down and 218 Ib up at 3-11-4, 1242 Ib down and 218 Ib up at 5-11-4, 1237 Ib . Iv down and 214 Ib up at 7-11-4, 1237 Ib down and 214 Ib up at 9-11-4, 155111 down and 195 Ib up at 11-11-4, 155111 down and 195 lb up at 13-11-4, 155 Ib down and 195 Ib up at 15-11-4, and 155 Ib down and 1951b up at 17-11-4, and 175 Ib down and 175 Ib up at OF 19-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. February 19,2015 [J] WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 02HIS4015 BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shovm, and is for an Individual building component. Ne Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shownIs for lateral support of Individual veb members only. Additional temporary bracing to insure stability during construction Is the responsibillity of theerector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding _ fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSS -89 and BCSI Building Component 7777 Greenback Lane Safety Infornatlon available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexcndda, VA 22314. Suite 109 - Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets ore indicated. I6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both Sides of truss 1. Additional stability bracing for truss system. e.g. and fully embed teeth. diagonal or x-bracing, B always required. See BCSI. n �' 2. Trus bracing must be designed by an engineer. For truss individual lateral braces themselves 2 3 wide spacing, TOP CHORDS may require bracing, or alternative T, I, or Eliminator T bracing should be considered. l l cr-s ca3 W EBS6,44 3. Never exceed the design loadingshown and never stack materials on inadequately braced trusses. O �•�r� ;� O= 4. Provide copies of this tens design to the building designer, erection supervisor, owner and For 4 x 2 orientation, locate U property interested plates 0-'Ad' from outside o (J afi other parties. edge Of tR15S. 0 5. Cut members to bear tightly against each other. c7 BOTTOM CHORDS 6. Place plates on each face of truss at each This Symbol indicates the' 8 7 6S oint and embed fully. Knots and wane at joint Cations by ANSI/TPI 1. required direction of slots in are regulated connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPl L ' Plate location detaUs available In MITek 20/20 software Or Upon f@gUeit. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design h not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10, Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice a to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be at the species and size, and In all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTekO All Rights Reserved 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with DOI project engineer before use. Industry Standards: ANSI/TPI l : National Design Specification for Metal 19. Review a0 portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. ® sufficient. is not sucient. DSB-89: Design Standard for Bracing. MiTek SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mfl-7473 rev. 10-'08 i Endeavor Homes, Oroville, CA 95965 7.430 s Jul 25 2013 MITek Industries, Inc. Thu Feb 19 15:00:25 2015 Page 2 ID:3UE9XYe9rz4vjmgBwDOQ 1 azkV79-NEsE5QewSOhsbrrLo4fXKt3WRrBaOpQb6PSBsPzj Wgq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 3-5=-60, 1-5=20 Concentrated Loads (lb) Vert: 1=1257 5=81 13=1242 15=1242 16=1242 17-1237 18=1237 19=101 21=101 22=101 24=101 i r Job Truss Truss Type Qty Ply Gettevere k 843883294 GATTAVARA_M BIG - COMMON 1 G Job Reference i • 1 J+ , • 1 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIJ-7473 rev. 02/16/2015 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. Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown .+ is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction k the responsibilliy, of the MG -1, erector. Additional pemranent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 22314. - Suite 109-• _ 1 J+ , • k AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIJ-7473 rev. 02/16/2015 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. Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown .+ is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction k the responsibilliy, of the MG -1, erector. Additional pemranent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 22314. - Suite 109-• Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X -bracing, is always required. See BCSI. �' /16 n A 2. Truss bracing must be designed by an engineer. For truss individual lateral braces themselves 1 2 3 wide spacing, TOP CHORDS may require bracing, or alternative T, I, or Eliminator should be considered. ibracing i ci-2 csa WEBS 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O �•� — ;� 3 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U a, O= designer, erection supervisor, property owner and plates 0 -'AJ' from outside a_ U oil other interested parties. edge Of truss. Or a0 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector piaies. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MITek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed -19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design isnot applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and ls the width measured perpendicular 4 4 responsibility of truss fabricator. General practice ls to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 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 ESR -1311, ESR -1352, ER -5243, 9604B, specified. by text in the bracing section of the 95.43, 96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. BEARING Indicates location where bearings 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior Ono (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved approval of an engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 1 B. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: - ANSI/TPI1 : National Design Specification for Metal 19. Review to portions of se design ing pi back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. ® isnot sufficient. DSB-89: Design Standard for Bracing. MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM." ANSI/TPI i Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10•'08 Job Truss Truss Type ti Qty Ply Gattavere (loc) I/dell Ud TCLL 20.0 Plates Increase ' R43863295 1 GATTAVARA M B10 GABLE 1 1 120 _ TCDL 10.0 Lumber Increase _ BC 0.11 Vert(TL) Job eee ce (optional) .,v...... r.nau s dm zo zuu ., i ex mausmes, mc. i nu reo 1v 1 a:uu:n zu1 a rage i ID:3UE9XYe9rz4vjmgBwD001 azkV79-UTdjF2b009A06EXZZEbb91 vthD 1 P45dOBnUxje74V119u -2-0 0 10-0-0 20-0-0 z2 -D" z-0 0 10-0-0 10-0-0 r 2_ 3x4 = 41 10 4211 43 12 44 45 14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.00 18 n/r 120 _ TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.02 19 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 18 n/a n/a BCDL 10.0 Code IBC2012ITP12007 (Matrix) LUMBER BRACING Scale =1:47.2 PLATES GRIP MT20 220/195 Weight: 131 Ib FT = 20% TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer REACTIONS All bearings 20-0-0. (lb) - Max Hoa 2=162(LC 6) Max Uplift All uplift 100 Ib or less at joints) 33, 32, 31, 30, 29, 28, 25, 24, 23, 22, 21, 20 except 2=136(LC 8), 18=137(LC 8) Max Grav All reactions 250 Ib or less at joint(s) except 2=358(LC 37), 27=309(LC 75), 26=310(LC 76), 33=269(LC 69), 32=320(LC 70), 31=307(LC 71), 30=310(LC 72), 29=310(LC 73), 28=307(LC 74), 25=304(LC 77), 24=31O(LC 78), 23=312(LC 79), 22=306(LC 80), 21=320(LC 81), 20=269(LC 82), 18=358(LC 53) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-33=257/20, 4-32=272/58, 5-31=262/43, 6-30=-257/45, 7-29=253/46, 14-23=257/45.15-22=262/43,16-21=272/58, 17-20=257/20 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; enclosed; MWFRS (directional); 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/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 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 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 33, 32, 31, 30, 29, 28, 25, 24, 23, 22, 21, 20 except Ut=1b) 2=136, 18=137. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 250.01b live and 6.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Qg FUSi T Nip' Q 76426. February 19.2015 -- ------ --- ----- - ---- ---- - -- ----- --- - ---- _ - WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. MUMS 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. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _ _8 fabrication. quality control. storage. delivery, erection and bracing, consult ANSI/rPil Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 r*— Height, CA ArAin Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property s/4 Center plate on joint unless x, y offsets are indicated. / Dimensions are in fl -in -sixteenths. 6-4 8 1 dimensions shown in ti -in -sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss 1. Additional stability bracing for truss system. e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. 1 n 0-/16 2. Truss bracing Must be designed by an engineer. For themselves 1 2 3 wide tura spacing, individual lateral braces TOP CHORDS may require bracing, or altemative T, I, or Eliminator bracing should be considered. T cr-2 C2 -3T 4 3. Never exceed the design loading shown and never Sz, stack materials on inadequately braced trusses. CY O �•� ;3 0 VX, 4. Provide copies of this tens design to the building For 4 x 2 orientation, locate U �, a = designer, erection supervisor, property owner and interested plates 0 -'As' from outside 0- +' u U afi other parties. edge of truss. p 5. Cut members to bear tightly against each other. c� BOTTOM CHORDS t 6: Place plates on each face of tans at each This symbol indicates the8 7 6 5 Cationsand embed fully. Knots and wane at joint required direction of slots in locare regulated by ANSI/TPI 1. connector plates. 7. Design assumes innses will be suitably protected from the environment in accord with ANSI/TPI 1. Plate location details available In MITek 20/20 software Or upon f@gUeit. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design isnot applicable for use with fire retardant, preservative treated or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice ls to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are rninimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 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 ESR -1311, ESR -1352, ER -5243, 9604B, specified. by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. �� ® 18. Use of green or treated lumber may pose unacceptable environmental, heaBh or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design Ifront, back, words and pictures) before use. Reviewing pictures alone ReviewingPlate Connected Wood Truss Construction. ® isnot sufficient. DSB-89: Design Standard for Bracing. MiTek SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER tr'O PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type Qty (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.05 jPIy1GaBevara843863296 MT20 220/195 GATTAVARA_M J1 MONO TRUSS 2 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 3 n/a n/a Job eee ce o t'o a cnaeaw. names, vrovme, �h eoaw -2-0-0 1-11-11 2-0-0 1-11-11 a s II 4 r.nau s"zo -4 mnesrnousmes, mc. r nu reo re ro:uu:zr zwo rage, ID:3UE9XYe9rz4vjmgBwDOQ 1 azkV79-Id_?WSgBz?xag9?jvVi?Pl9u5e_TUriuZjxFxHzj W90 Scale = 1:15.8 i Ia LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.05 5-6 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.07 5-6 >780 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012ITP12007 (Matrix) Weight: 16 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ` Installation guide. REACTIONS (Ib/size) 2=240/0-3-8 (min. 0-1-8), 5=35/Mechanical, 3=82/Mechanical Max Horz 2=100(LC 8) BUTTE COUNTY Max Uplift 2=139(LC8) Max Grav 2=333(LC 18), 5=291(LC 23), 3=342(LC 19) BUILDING DIVISION FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.AP r WEBS 3-6=0/344 "O \ V / D A 6Fs NOTES 1) Wind: ASCE 7-10; VuR=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; enclosed; MWFRS (directional); 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 nonrwncurrent 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 2-0-0 wide will fit between the bottom chord and any other members. + 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=139. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/rPI 1. 7) This truss has been designed for a moving concentrated load of 250.01b live and 6.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcument with any other live loads. -8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. QFSS/� LOAD CASE(S) Standard LL''nn'. �14. pp,\\ , 76.4..28 a • � �QFCA1.��p February 19,2015 WARNING - Verity design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev. OZOW201 S BEFORE USE. Design valid for use only with Mlek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing tc insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _ Q fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crfferlo, DSR -89 and SCSI Building Component 7777 Greenback Lane Safety Intonation available tram Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Symbols Numbering System AGenera.1 Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1J 3/1 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in tt-in-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See SCSI. 1 n 2. Truss bracing must be designed by an engineer. For �' /16 1 .2 3 wide truss spacing, individual lateral braces themselves may require bracing, or alternative T. I, or Eliminator T TOP CHORDS bracing should be considered. T c1-2 c2a WEBS 4 3. Never exceed the design loading.shown and never p stack materials on inadequately braced trusses. O ; W Oz 4. Provide copies of this truss design to the building designer, erection supervisor, owner and For 4 x 2 orientation, locate U �, h +' property ad o her interested plates 0 -'AG' from Outside 0- v U parties. edge Of ir1S5. a0 5. Cut members to bear tightly against each other. Cz� BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 b 5 Cations and embed full. Knots and wane at joint by ANSI/TPI 1. required direction of slots in care regulated connector plates. 7. Design assumes trusses will be suitably ly protected from the environment in accord with ANSI/TPI I. ' Plate location detalis available In MiTek 20/20 SOttWar@ Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not allPlicable for �use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is o non-structural consideration and is the width measured perpendicular 4 responsibility of truss fabricator. General practice is to X to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 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 ESR -1311, ESR -1352, ER -5243, 96048, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67, ER -3907,9432A 14. Bottom chards require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or atter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Dal project engineer before use. Industry Standards: ANSI/TPI i : 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 Truss Construction. ® is not sufficient. DSB-89: Design Standard for Bracing. MiTek SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ID PERFORft` ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate , Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type Qty Ply GaHavara '' •• � a .. .. scale = 1:22.5 - 843963297 GATTAVARA_M J2 MONO TRUSS ' 2 1 'Job Reference (optional Endeavor Homes, Orovllle, CA 95965 7.430 s Jul 25 2013 MITek Industries, Inc. Thu Feb 19 15:00:27 2015 Page 1 • r ID:3UE9XYe9rz4vjmgBwDOQ I azkV79-Jd_7W5gBz7xag99jvVi7P19gXeOkUrKu4xFxH7jMo • -2�0 - 3.11-11 - ' •• z-ao- 1, r, ,. . •. .. - ,. ♦ a .. .. scale = 1:22.5 r .. 3x5 II . 4 • 1 , 8.00 121 - 4u r _ • t s 1 8 •`~ ••�. CS • 1 9 '�-' - 2x4= .16.5x4 II .5 .- .'. .r - . r .. 8-0.0. Y • ..: 8-60 LOADING (psf) SPACING 2-0-0 CSI DEFL' in (loc) I/deft L/d PLATES GRIP-, TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.03 2-6 >999 360 MT20 ' 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.04 2-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 3 , n/a n/a ~ BCDL 10.0 Code IBC2012/TP12007 (Matrix) r Weight: 21 Ib - FT = 20% - LUMBER ' . BRACING TOP CHORD 2x4 DF No.2, TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. -. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. r WEBS e -,W DF No.2 iTek recommends that Stabilizers and required cross bracing 1 . installed during truss erection, in accordance with Stabilizer Fin a a stallation uide. i REACTIONS (Ib/size) 2=301/0-3-8 (min. 0-1-8), 5=12/Mechanical; 3=161/Mechanical Max Hor2= 1C 8) ),5=32(LC 20), 3=16(LC 8); Max Upllft2=103([LC 8),5=32(!-C BUTTE COUNTY Max Grav 2=375(LC 18), 5=268(LC 23), 3=359(LC 19).., -BUILDING DIVISION FORCES (lb) - Max. Comp./Max. Ten. All forces 250 less�except r , - (lb) or when shown: _ WEBS 3-6=0/330 "' - NOTES ` J I , r .r . "`r `O �/s + 1) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft, Cat. II; `' Exp C; enclosed; MWFRS (directional); 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. r r _ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5, 3 except 0=1b) 2=103. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.Olb live and 6.01b dead located at all mid panels and at'all panel - — points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. US/�p�' 8) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.. pf�QF ` / LOADCASE(S) Standard. - CO. • . , - -. � - 7642 :.. , . o f AXP, 12139/201 r'9? - p: FQPC- February19,2015 WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 07/18/2015 BEFORE USE. Design valid for use only v ith M'rek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown «1 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _ e fabrication, quality control. storage. delivery, erection and bracing, consult ANSI/TPII QuaBly Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Satety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 22314. - < Suite 109 Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 1 6-4-8 dimensions shown in ft4r>-sixteenths Damage or Personal Injury Dimensions are in ff-in-s'Ixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing. B always required. See BCSI. T 0' h 2. Tans bracing must be designed by an engineer. For braces themselves 6 1 2 3 TOP CHORDS cr-z c2a wide truss spacing, individual lateral may require bracing, or oflemative T, I, or Eliminator bracing should be considered. WEBSstock 3. Never exceed the design loadingshown and never materials on inadequately braced trusses. N,_ O •� ; ,r{r�4. Provide copies of this }nns design to the building For 4 x 2 orientation, locate = designer, erection supervisor, property owner and plates 0-'nd' from outside U afi other interested parties. edge of truss. 0 p 5. Cut members to bear tightly against each other. cry 7 BOTTOM CHORDS 6. Place plates on each face of tens at each This symbol indicates the8 7 6 5 Cationsand embed fully. Knots and wane at joint by 1. required direction of slots in locare regulated ANSI/TPI connector plates. 7. Design assumes innses will be suitably, protected from the environment in accord with ANSI/rPI I. ' Plate location details available In MiTek 20/20 SOflWafe Or Upon request. 8. Unless otherwise noted, moisture content of Lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibifity of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but 4e� © 2006 MiTeW All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPIi : National Design Specification for Metal 19. Review oil portions of this design Ifront, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. Is not sufficient. BCSi: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER 1PO PERFORM" ANSI/TPI i Quality Criteria. Installing & Bracing of Meta) Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 106208 Job Truss Truss Type Qty Ply Gatiavara - DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 843863298 GATTAVARA_M M11 MONO TRUSS 11 1 BC 0.87 Vert(TL) . -0.25 2-6 >266 240 r BCLL 0.0 ' Rep Stress Incr YES Job tnaeavor nomes, urowae. UA tommo C Y 0 r.4su s um zb zura mn ex mausmes, mc. i nu leo 1a m:uu:ze zum rage i ID:3UE9XYe9rz4vjmgBwDOQ1azkV79-npYNjRhpkJ3RSJawTCDExVuhwS2E8DIU2oNhoTkzjMn -2-0-0. 6-0-0 , 2_I'. B-0-0 Scale = 1:30.1 1.5x4 II 4 " 6-0-0 6-0-0 . LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) -0.17 2-6 >384 , 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.87 Vert(TL) . -0.25 2-6 >266 240 r BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code IBC2012rTP12007 (Matrix) Weight: 26 lb FT=20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc'purlins, except BOT CHORD 2x4 DF No.2 end verticals. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS (Ib/size) 2=379/0-5-8 (min. 0-1-8), 6=217/Mechanical allallon guide. Max Horz 2=163(LC 5) D UTTE CO � g g� �'t'Y MaxGrav2=18(LC 8),6=384(LC) - Max Grav 2=418(LC 19), 6=384(LC 23) r , BUILDING DIVISION FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.- hown:TOP CHORD 3-6=-308/90 TOP NOTES ` 1) Wind: ASCE 7-10; VuR=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6 except Gt=1b) 2=122. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0Ib live and 6.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard _ x fig v 76428' � o z ;k , February 19,2015 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE UN -7473 rev. 03118/3015 BEFORE USE. Design valid for use only with IVLTek connectors. This design is based only upon parameters shown, and B for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown ' Is for lateral support of Individual web members onty. Additional temporary bracing to Insure stability during construction is the responsibility of the - 8 erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guklance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPII Quartly Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available tram Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Symbols Numbering System AGenera.l Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in 1114n -sixteenths Injury Damage or Personal In 9 1 ry Dimensions are in ft-in-s'Ixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stablW bracing for tnra system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See SCSI. 1 „ /16 2. Truss bracing must be designed by an engineer. For lateral braces themselves 1 2 3 wide truss spacing, individual TOP CHORDS may require bracing, or altemative T. 1, or Eliminator bracing should be considered. T I I cis cta WEBS 4 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. W c?O 'i . �• ; �r� ; 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U ►b = designer, erection supervisor, properly owner and plates 0 -'Al' from Outside a u U all other interested parties. edge Of frU55. a0 5. Cut members to bear tightly against each other. c» BOTTOM CHORDS 6. Place plates on each face of tens at each This symbol indicates theg 7 6 5 oint and embed fully. Knots and wane at joint 1. required direction of slots in locations are regulated by ANSI/TPI connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSVTPI I. ' Plate location details available In MITek 20/20 software M upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed'19%of time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice a to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: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 ESR -1311, ESR -1352, ER -5243, 96048, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint ti•t>• ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable lit— environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review to portions of this design (noel, back, wads °� pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. ® isnot sufficient. DSB-89: Design Standard for Bracing. MiTek SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r'O PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MI -7473 rev. 10208 Job Truss Truss Type Qty Ply Gall vara 843863299 GATTAVARA_M P1 SPECIAL 3 1 ob Reference act oa - 1.- S Ju, La 4a18 MI I ex Inauslnes, Inc. , nu rea la la:uu:Lu Lula rage 1 ID:3UE9XYe9rz4vjmgBwDOQ 1 azkV79-F7SlxnhRVdB14TB61 wkTUjE3JSkRyZB B 10QM?Azj W9m - 1-9-0 , Scale = 1:43.7 1 6 2 _ 11 1 1 .. LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft-- Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.00 3-4 >999 _ 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.00 3-4 >999 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 34 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD 2x4 DF No.2 ; BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.2 WEBS 1 Row at midpt 1-3 2 Rows at 1/3 pts 1-4 l MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer sa ato j1de. REACTIONS (Ib/size) 4=58/0-4-0 (min. 0-3-8),3=58/0-5-8 (min. 0-3-8) Max Horz 4=247(LC 4) Max Uplift4=3275(LC 17), 3=3275(LC 20)+ 1 Max Grav 4=3289(LC 24), 3=3289(LC 21) BUTTE COU � ' FORCES (ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BUILDING DIVISION TOP CHORD 1-4=-3275/3281, 1-2=-556/546, 2-3=271/22 APPROVED BOT CHORD 3-4=-679/651 , WEBS 1-3=-3321/3321 NOTES " 1) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 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 2-0-0 wide will fit between the bottom chord and any other members. -- 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=lb) 4=3275, 4 f E5S/Qp; 3=3275. © T I 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIIrPI 1. `Q 1 Nf Q L� 7) This truss has been designed for a moving concentrated load of 250.0Ib live and 6.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 8) This truss has been designed for a total drag load of 350 pill. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag 76428ZZ loads along bottom chord from 0-0-0 to 1-9-0 for 350.0 pill. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXR 12/31/2016 LOAD CASES) Standard " r 010. February 19,2015 WARNING - Verily design parameter and READ NOTES ON INNS AND INCLUDED WTEK REFERANCE PAGE 1101-7473 rev. 01/161015 BEFORE USE. Design valid for use only with hSTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members onty. Additional temporary bracing to insure stability during construction Is the responsibillity of the - erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _ fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Qualify Criteria, DSB-89 and SCSI Building Component Safety Information available Greenback Lane able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 7777 re - " Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets ore indicated. 6-48 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss I. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. 2. Tans bracing must be designed by an engineer. For 041 ,116 T 1 2 3 TOP CHORDS cr wide tnra spacing, Individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading,shown and never p 0 stack materials on inadequately braced trusses. O �•� ; r{y� 3 Oz 4. Provide copies of this tens design to the building For 4 x 2 orientation, locate U a designer, erection supervisor, property owner and interested plates 0 -'ns' from Outside 0- �' u U afi other parties. edge of truss.cr 5. Cut members to bear tightly against each other. 0640 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses vvill be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location detalls available in MiTek 20/20 SOttWar@ or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless a� ressN noted, this design is not applicable for use with fire retardant, preservative treated or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shaft be of the species and size, and In all respects, equal to or better than that Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 8432, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved I5. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint �� ® number where bearings occur. 17. install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult withIndustry M11 project engineer before use. Standards: ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design lfront, back, words and pictures) before use. Revievnng pictures alone Plate Connected Wood Truss Construction.MiTek ® is not sufficient. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER aro PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10208 Job Truss Truss Type Qty Ply Gattavare - R43863300 GATTAVARA_M P2 SPECIAL 10 1 Job Reference (optional Endeavor nomas, Orovale, IA1 95965 "34u S 3ui 25 20l3 MiTek ex induslnes, Inc. Thu Feb 19 15:00:31 Lula rage 1 c ID:3UE9XYe9rz4vjmgBwDOQ 1 azkV79-B0DVMTjh1 ER7Jm IU8LmxZ8JOYFQeQThUUKvS42zj W9k 110. • 1-10-a • Scale = 1:56.3 - 1 7. 2 - JL d 5x6 I I 5 5x5 - 6 • � 4 4 8 3 • . 8x10 MT18H II 1-10-8 1-10.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) -0.00 3-4 >999 , 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.00 3-4 >999 240 MT18H 220/195 BCLL 0.0 • Rep Stress Incr YES WB 0.80 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012rrP12007 (Matrix) Weight: 46 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. _ BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.2 WEBS 1 Row at midpt 2-3.3-6 2 Rows at 1/3 pts 1-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installallon guide, REACTIONS (lb/size) 4=63/0-5-8 (min. 0.413), 3=63/0-5-8 (min. 0-4-13) Max Horz 4=326(LC 23) 'Max Uplift 4=4495(LC 17), 3=4495(LC 20) , Max Grav 4=4511(LC 24), 3=4511(LC 21) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BU 1 6 E COUNTY TOPCHORD 46= -4495/4502,1-6=-1912/1919,1-2=542/537,3.5=;1912/1919,2-5=272/24 BUILDING DIVISION BOT CHORD 3-4=-816/801 _ ` WEBS 1-5=-199011990, 5-6=-774n27, 3-6=2712/2712 APPROVED � P P R ®0 NOTES A ��!/ 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. ll; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 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 2-0-0 wide will E fit between the bottom chord and any other members.Q �SS/gipp' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except Qt=lb) 4=4495,3=44 ' Q 5.\ . T 1Q 7) This truss Is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, Q 7 Nf 8) This truss has been designed for a moving concentrated load of 250.Olb live and 6.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. E�''111 76426 9) This truss has been designed for a total drag load of 350 pit. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10.8 for 350.0 pH. Q 10) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord.If LOAD CASE(S) -Standard February 19,2015 AWARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MU -7473 rev. 02(18/1015 BEFORE USE. Design valid for use only vrith MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. grocing shown -' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the - erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314. Sulte 109 " Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/ Center plate on joint unless x, y offsets are indicated. 1 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See SCSI. 0Ad 2. Thus bracing must be designed by an engineer. For tnra individual lateral braces themselves 1 2 3 TOP CHORDS wide spacing, may require bracing, or altemative T, I, or Eliminator T bracing should be considered. T cr C2-3 WEBS 4 3. Never exceed the design loading shown and never p stack materials on inadequately braced trusses. O �•� 3 3 � 0 4. Provide copies of this tens design to the building For 4 x 2 orientation, locate U a designer, erection supervisor, property owner and interested plates 0- 'A91 from outside a u U all other parties. edge of truss. 0 0 5. Cut members to bear tightly against each other. C7-8cd BOTTOM CHORDS 6. Place plates on each face at tans at each This symbol indicates the 8 7 6 5 oint and embed fully. Knots and wane at joint locations required direction of slots in are regulated by ANSI/TPI 1. connector plates. 7. Design assumes tenses vvill be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MiTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% of time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice ls to x to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and sae, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, by text in the bracing section of the 95.43, 96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, it no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but 0 2006 M7ekO All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or offer truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI i : National Design Specification for Metal 19. Review alt portions of this design (front, back. words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction.MiTek ® is not sufficient. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r97 PERFORM." ANSI/TPI 1 Quality Critedo. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MR -7473 rev. 10208 Job Truss Truss Type Qty Ply Gattavare Plates Increase 1.25 • TCDL 10.0 843863301 GATTAVARA_M Sit MONO TRUSS 2 1 YES WB 0.00 BCDL 10.0 Code IBC2012/TPI2007 (Matrix) ob a ofoa > r.gau s dui zv zuia mi i eK mausines, mc. i nu rev 1v 1 a:uu:sz zuio rage i ID:3U E9XYe9rz4vjmgBwD001 azkV79-fanuZpkJDYZsxwthi2HA6Mslgf1195Udj_fOcVzj W9j -2-0-0 1-11-11 2.40 Scale= 1:15.8 1 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.22 TCDL 10.0 Lumber Increase 1.25 BC 0.23 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IBC2012/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.01 2-4 >999 360 MT20 220%195 Vert(TL) -0.01 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a Weight: 9 Ib FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT ICHORD 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) 2=263/0-3-8 (min. 0-1-8), 4=20/Mechanical, 3=-8/Mechanical Max Hoa 2=96(LC 8) p _''[' Max Uplift2=1129(LC 8), 3=-8(LC 1) B U 1 1 E COU N��/ Y Max Grav 2=357(LC 18), 4=276(LC 21), 3=253(LC 19) BUILDING D I V I S I O N FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown: APPROVED P P R ®V NOTES e�j�+, 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (t=lb) 2=129. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0Ib live and 6.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. .LOADCASE(S) Standard �SSIp� y°�zl 76428 � ,•�X?, 92139f20�6 - � �T�T _1V14 February 19.2015 WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 02/18/2015 BEFORE USE. ~ Design valid for use only with MTek connectors. This design Is based only upon parameter, shown. and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insire stability during construction is the responsibillity, of the 8 ` erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/IPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Symbols Numbering System AGenera.1 Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property s/; Center plate on joint unless x, y offsets are indicated. 6-4 8 dimensions shown in ff-in-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both Sides of truss ` I . Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. �' /16 2. Truss bracing must be designed by an engineer. For truss individual lateral braces themselves 1 2 3 TOP CHORDS wide spacing, may require bracing, or alternative T. I, or Eliminator bracing should be considered. C1 -2C23 WEBS 4 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. O •� ; � ; w 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U a = designer, erection supervisor, property owner and plates 0 -'ns' from outside 0- u U all other interested parties. edge of truss. 0a0 S. Cut members to bear tightly against each other. c» cd7 ~ BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 5 Cations and embed fully. Knots and wane at joint 1. required direction of slots in care regulated by ANSI/TPI connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate locaflon detans avanable In MITek 20/20 software Or Upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of buss fabricator. General practice B to x to slots. Second dimension is comber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 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 ESR -1311, ESR -1352, ER -5243, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings I5. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but C 2006 MiTekS All Rights Reserved approval of an engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: 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 Truss Construction.MiTek ® is not sufficient. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER To PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type Qty PlyGaaavare 1 TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.01 2-5 >999 - 360 843863302 GATTAVARA_M S12 MONO TRUSS `- 2 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 4 n/a n/a ob eee ce o t'o al hnaeavor Homes, Ofovitie, LA 95055 "jus Jul 25 2013 MiTek ex indusmes. Inc. Thu Feb if 15:00:33 20i5 rage 1 ID:3UE9XYe9rz4vjmg6wD001 azkV79-8mLGn9kyZrhjY4StGloPeZPwE35LuYjnxeOZ8xzj Wgi -2-0-0 2-0-0 311-11 2-0-0 2-0-0 1-11-11 A • Scale = 1:22.8 4 s SPACING 2-0-0 CSIDEFL In (loc) I/deft L/d - 1 2-0.0 LOADING (psf) SPACING 2-0-0 CSIDEFL In (loc) I/deft L/d - PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.01 2-5 >999 - 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.01 2-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 13 Ib . FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF. No.2 • BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erecti8 n d nce d b i e Installation guide. REACTIONS All bearings Mechanical except (t=length) 2=0-3-8, 3=0-5-8. DIVISION BUILDING(lb) 'VISfON -. Max Horz 2=132(LC 8) Max Uplift All uplift 100 Ib or less at joints) 3 except 2= 8) ` Max Grav All reactions 250 Ib or less at joint(s) except 4=276(LC 76(LC 21), 2=357(LC 19), 5=275(LC 23), 3=270(LC 20) APPROVED FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES ' 1) Wind: ASCE 7-10; VuR=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; enclosed; MWFRS (directional); 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 3 except at=1b) 2=106. 6) Beveled plate or shim required to provide full bearing surface with truss chord: atjoint(s) 3. 7) This truss Is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. .8) This truss has been designed for a moving concentrated load of 250.01b live and 6.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard - pROF �SSIpN`'. TNlO_ycc , 0 'L 2, 76428 ` RMY31/2016 4 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE 11111.7473 rev. 0208/2015 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. Applicability of design parameters and proper incorporation of component is responsbility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _gel fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI BuBding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 February 19,2015 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ff-in•sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For 0-1/,- 6 T T T 1 2 3 TOP CHORDS C1-2 c2-3 wide tans spacing, individual lateral braces themselves may require bracing, or altemative T,1, or Eliminator bracing should tie considered. WEBS 4 3. Never exceed the design loading shown and never p Ct, stack materials on inadequately braced trusses. O �•� ; �r� ; W 4. Provide copies of this tans design to the building For 4 x 2 orientation, locate U ►b a designer, erection supervisor, property owner and plates 0 -'AJ' from outside o- U all other interested parties. edge of truss.C7-8 p 5. Cut members to bear tightly against each other. cap BOTTOM CHORDS 6. Place plates on each face of tans at each This symbol indicates theoint 8 7 6 5 and embed fully. Knots and wane at joint locations required direction of slots in are regulated by ANSI/TPI I. connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MiTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design not applicable for is with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice ls to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are rydnimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 h. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 'reaction section indicates joint �� ® - number where bearings occur. 17. Install and load vertically unless indicated otherwise. 1 B. Use of green or treated lumber may pose unacceptable — environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPi l : National Design Specification for Metal 19. Review alt portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® ffiand pictures) before use. Reviewing pictures alone is not sucient. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER 11.0 PERFORNOL" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MIP473 rev. 106'08 '