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B15-0262 028-350-016
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFOR&IANCE-COMPLIANCE METHOD Project Name: Ptashne Home Calculation Date/Time: 12:33, Mon, Feb 02, 2015 Calculation Description: Ptashne Home Input File Name: Ptashne Home.ribd CF1 R -PRF -01 Page 1 of 8 GENERAL INFORMATION 01 Project Name Ptashne Home ,asR 4 I. # £ � * (i...' �', .irk 02 This building incorporates features that require field testing and/orJverificationjby a certifiediHERS rater:urider the supervision of a CEC-approved HERS provider. .:... . l `01--. _a � .'Y'i w'�___.,. 1 90 i a �' ,-._.....�► t, rf a � k x 0 , iib..... w+, 02 Calculation Description Custom Home tc 03 Project Location Hassler Ct. ENERGY USE SUMMARY 04 A City Oroville Ca. 05 Standards Version Compliance 2014 06 Zip code 95966 07 Compliance Manager Version BEMCmpMgr 2013-3 (651) 08 Climate Zone CZ11 09 Software Version CBECC-Res 2013-3 (650) 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 200 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (FT2) 1616 15 Number of Zones 1 16 Slab Area (FT2) 1616 17 Number of Stories 1 18 Addition Cond. Floor Aiea N/A 19 Natural Gas Available No 20 Addition Slab Area (Ft?) N/A 21 Glazing Percentage (%) 20.3% COMPLIANCE RESULTS 01 Building Complies witlifComputerPerforma ee hr—1 1 f— II'3� t ,asR 4 I. # £ � * (i...' �', .irk 02 This building incorporates features that require field testing and/orJverificationjby a certifiediHERS rater:urider the supervision of a CEC-approved HERS provider. .:... . l `01--. _a � .'Y'i w'�___.,. 1 90 i a �' ,-._.....�► t, rf a � k x 0 , iib..... w+, 03 This building incorporates one or more Spec�'.al'Features shhow4n beiow � tc ° cz k -A ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft) Standard Proposed Design Design Compliance Margin Percent Improvement Space Heating 55.53 51.27 4.26 7.7% Space Cooling 50.77 45.62 5.15 10.1% IAQ Ventilation 1.11 1.11 0.00 0.0% Water Heating 42.41 42.41 0.00 0.0% Photovoltaic Offset -- 0.00 0.00 — Compliance Energy Total PERMIT #149.82 140.41 9.41 6.3% REVIEWED FOR BUTTE CODEPLIAN�E COuNT1r DATE9BY MAR 2 4 2,I i Registration Number: 215-NO03941OA-000000000-0000 Registration Date/Time: 2015-02-09 12:28-DEVELOPME-1\1THERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 SERVTCES Report Generated at: 2015-02-02 12:37:27 '?))5— c(,):Ga. rc-, l4 ,� CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Ptashne Home Calculation Description: Ptashne Home Calculation Date/Time: 12:33, Mon, Feb 02, 2015 Input File Name: Ptashne 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. • Ducts with high level of insulation • Window overhangs and/or fins HERS FEATURE SUMMARY CF1 R -PRF -01 Page 2 of 8 The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Verified EER BUTTE COU'.Iq • Verified SEER • Refrigerant Charge t 119j DING DIV05i_ • Fan Efficacy Watts/CFM �1 a HVAC Distribution System Verifications: A P ®V • .Duct Sealing Domestic Hot Water System Verification�:_// —None— v ..j ENERGY DESIGN RATING / �~ LZ T i Use t"�e A f tl M N± t �. 'h ^•{ This is the sum of the annual TDV energy ciinsumptio nfo energy use compotenpslin Glu, ded n the ip rfor lance com pl aance appaoap h for W Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components-noVregulated by -Title -241 -Part 6 (such as -domestic appliances -and cconsum'er•electronlcs)-and accounting for the annual TDV energy offset by an on-site renewable energy system. �!` i &4 5: 0 cl yr l n j: .0 Reference Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2)• 1217.39 207.98 1 9.41 4.3% • includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (sft) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Ptashne Home 1616 1 2 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ftl) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Conditioned Conditioned HVAC System 1 1616 9 Min Gas Registration Number: 215-NO03941OA-000000000-0000 Registration Date/Time: 2015-02-09 12:28:09 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2015-02-02 12:37:27 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Ptashne Home Calculation Date/Time: 12:33, Mon, Feb 02, 2015 Calculation Description: Ptashne Home Input File Name: Ptashne Home.ribd CF1 R -PRF -01 Page 3 of 8 OPAQUE SURFACES `� ,,•�"��-' _r .,. _ 01 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window Area (ftZ) Tilt(deg) Front Conditioned R19 Wall 200 Front 324 65 90 Left Conditioned R19 Wall 290 Left 486 26 90 Back Conditioned R19 Wall 20 Back 324 63 90 Right Conditioned R19 Wall 110 Right 486 174 90 Ceiling (below attic) 1 Conditioned R38 Ceiling below attic 0.25 Insect Screen (default) 1616 Window Left (Left -290) 3.0 ATTIC 01 t� 02 03 04 05 06 07 Name Construction Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Asphalt RB Roof 5 0.1 0.85 Yes No WINDOWS `� ,,•�"��-' _r .,. _ 01 02 �r'"f'� 03 �` 1~04g{ C05 11 0{6{ y�07 08 09 10 Name Type H ig+ht I `+,�Surtace (ONentation-Aiimuth) Width(ft) (ft � & t � 0 re Multiplier (ft2) U -factor SHGC Exterior Shading F1 Window Fron`_t--(F�°roni!200)K V K 4.0,,.J ',5�.0 1 U1 It 20.0 0.32 0.25 Insect Screen (default) F2 Window Front (Front -200) 4.0 5.0 1 20.0 0.32 0.25 Insect Screen (default) F3 Window Front (Front -200) 5.0 5.0 1 25.0 0.32 0.25 Insect Screen (default) L1 Window Left (Left -290) 4.0 5.0 1 20.0 0.32 0.25 Insect Screen (default) L2 Window Left (Left -290) 3.0 1.0 1 3.0 0.32 0.25 Insect Screen (default) L3 Window Left (Left -290) 3.0 1.0 1 3.0 0.32 0.25 Insect Screen (default) B1 Window Back (Back -20) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) B2 Window Back (Back -20) 6.0 8.0 1 48.0 0.32 0.25 Insect Screen (default) R1 Window Right (Right -110) 6.0 8.0 1 48.0 0.32 0.25 Insect Screen (default) R2 Window Right (Right -110) 6.0 5.0 1 30.0 0.32 0.25 Insect Screen (default) R3 Window Right (Right -110) 12.0 8.0 1 96.0 0.32 0.25 Insect Screen (default) BUTTE COUNTY BUILDING DIVISION APPROVED Registration Number: 215-NO03941OA-000000000-0000 Registration Date/Time: 2015-02-09 12:28:09 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2015-02-02 12:37:27 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE'COMPLIANCE METHOD CF1R-PRF-01 Project Name: Ptashne Home Calculation Date/Time: 12:33, Mon, Feb 02, 2015 BUTTE COUNTY Page 4 of 8 Calculation Description: Ptashne Home Input File Name: Ptashne Home.ribd BUILDING DIVISION DOORS 01 02 03 01 02 03 04 Name Side of Building Area (ft2) U -factor Ex Door Left 18.0 0.50 Door Right 20.0 0.50 OVERHANGS AND FINS 01 02 03 04 05 06 Construction Name Surface Type Construction Type Framing Total Cavity R -value 01 02 03 04 05 06 07 08 09 10 11 12 13 14 • Roof Deck: Wood Siding/sheathing/decking Overhang Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O.C. Left Fin Roofing: Light Roof (Asphalt Shingle) Right Fin Window Left Depth Dist Up Extent Right Extent Flap Ht Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up F1 6 A 0.5 2 8 0 12 1.33 1 0 0 0 0 0 F2 21 0.5 16 16 0 0 0 0 0 0 0 0 0 F3 2t1 0.5 3.5 27 0 0 0 0 0 0 0 0 0 L1 '�"'� �2�[ i `-0:5'— _34.5,_ 15.5 0 0 0 0 0 0 0 0 0 L2 '` 2 0.5'"- � 24.5 ft 26 0 0 0 0 0 0 0 0 0 L3 /2 0.5 10.5 40:5 � 0 U� 0 0l I r � 0•'x'1 0 0 0 0 0 61 /i,'2 f'`' -\t0.5 (5 g 1 t'9�5� M I � �� 0� Pt 0 j qip�t 1 0 0 0 0 0 B2 I f 16 6.5 "4 X= 2 t- Ire on *--0 lk L Vrk 0 0m 0 0 0 0 0 R1 14 0 5 W '40 "" w "4 0 r "tel) 6"' ' 0" ti 0 0 0 0 0 R2 2 0.5 36 18 0 0 0 0 0 0 0 0 0 R3 6 0.5 16.5 30.5 0 0 0 0 0 0 0 0 0 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 Construction Name Surface Type Construction Type Framing Total Cavity R -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 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board 2x4 Bottom Chord of Cavity/Frame: R-9.1 /2x4 Btm Chrd R38 Ceiling below attic Ceilings (below attic) Wood Framed Ceiling Truss @ 24 in. O.C. R 38 Over Floor Joists: R-28.9 insul. • Inside Finish: Gypsum Board • Cavity/Frame: R -19/2x6 R19 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 Exterior Finish: Wood Siding/sheathing/decking Registration Number: 215-NO03941OA-000000000-0000 Registration Date/Time: 2015-02-09 12:28:09 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2015-02-02 12:37:27 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCECOMPLIANCE METHOD Project Name: Ptashne Home Calculation Description: Ptashne Home Calculation Date/Time: 12:33, Mon, Feb 02, 2015 Input File Name: Ptashne Home.ribd BUTTE COUNTYCF1R-PRF-01 BUILDING DIVISION Page 5 of 8 APPROVED SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft) Perimeter (ft) Edge Insul. R -value& Depth Carpeted Fraction Heated Slab On Grade 2 Conditioned 1616 180 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 A 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) Min Gas \ DHW Standard Min 40 Gal 1 none - WATER HEATERS 1"t . �..g�rg,E�,. 01 �r 02�� r �R 03 M ,,,� 1 �1) i f. p�, \`,, 05 91 ` 'j 06 07 08 Name ( f �f"�' Heater Element Typ! Tank Type ' r4% f n� Tank Volume (gal)i r ) �} Energy Factor or v %4Efficier�cyj 1: `�w� g nput Rating Tank Exterior Insulation R -value Standby Loss (Fraction) Min 40 Gal Propane Small Storage 40 0.575 40000-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 N/A N/A N/A N/A N/A N/A HVAC SYSTEMS 01 02 03 04 05 06 07 Name System Type Heating System Name Ducted Cooling System Name Ducted Distribution System Fan System Floor Area Served HVAC System 1 Other Heat/Cool Furn 92 Yes Split 14 12 Yes Attic Default 1616 Registration Number: 215-NO03941OA-000000000-0000 Registration Date/Time: 2015-02-09 12:28:09 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2015-02-02 12:37:27 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD )„r, CF1 R -PRF -01 Project Name: Ptashne Home Calculation Description: Ptashne Home f r -Calculation Date/Time: 12:33, Mon, Feb 02, 2015' �'OUIV Page 6 of 8 Input File Name: Ptashne Home.ribd i s DIVISION HVAC - HEATING SYSTEMS 01 02 03 Name Type Efficiency Furn 92 CntriFurnace - Fuel -fired central furnace 92 AFUE HVAC - COOLING SYSTEMS 01 02 03 04 05 06 07 Name Venfied'Ako �. Efficiency Verified EER Multi -speed Verified Refrigerant Charge Name System Type EER SEER Zonally Controlled Compressor HERS Verification Split 14 12 SplitAirCond - Split air conditioning 11.87 14 No No Split 14 12 -hers -cool system HVAC COOLING - HERS VERIFICATION-, 01 02 03 04 05 06 Name Venfied'Ako �. — Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Split 14 12 -hers -cool RequiiFed—,1rj- n x350 :)/p4 Required Required Required HVAC - DISTRIBUTION SYSTEMSF�,%1`L 01 /y02 X03= a V 006A If"ti 06 07 08 Name *t Type w w b.4— 14 w Duct Leakage _W M w ,° axr Suppiy`Duct�W Insulation R -value Location Return Duct Bypass Duct HERS Verification Attic Default Ducts located in attic Sealed and tested 8 Attic Attic None Attic Default -hers -dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Return Supply Low -leakage Air Handler Attic Default -hers -dist Required 6.0 Not Required Not Required Not Required — HVAC -FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan Registration Number: 215-NO03941OA-000000000-0000 Registration Date/Time: 2015-02-09 12:28:09 HERS Provider: CaiCERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2015-02-02 12:37:27 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE 'COMPLIANCE METHOD Project Name: Ptashne Home Calculation Date/Time: 12:33, Mon, Feb 02, 2015 Calculation Description: Ptashne Home Input File Name: Ptashne Home.ribd CF1 R -PRF -01 Page 7of8 HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name VerifiedFanWatt 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 Name IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification DwellingUnit 38.66 0.25 Default 0 Required , Y,.A E R S R, nco e i �, Registration Number: 215-NO03941OA-000000000-0000 Registration Date/Time: 2015-02-09 12:28:09 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFiR-10172014-651 BUTTE COUNTY BUILDIN(3 DIVISION 'PPV HERS Provider: .CaICERTS inc. Report Generated at: 2015-02-02 12:37:27 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Ptashne Home Calculation Description: Ptashne Home Calculation Date/Time: 12:33, Mon, Feb 02, 2015 Input File Name: Ptashne Home.ribd CF1 R -PRF -01 Page 8 of 8 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Martin Alvis Company: Signature Date: M & T Energy Analyst 2015-02-09 12:15:43 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. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. ..._.J f information compliance documents, 3. The building design features,or system -design -features identified-on4his Certificate of Compliance are consistent with the provided on other applicable worksheets, calculations, plans and specifications submitted G -it a enforcement:.agency for approv al,with.thiis,building permit application. Responsible Designer Name:`s ponsiblerdesigner Signature i, in c Cash Colby .� �v.� 1L�"IlLld,�'e I. �i B Company: r Date Signed: 9 E R5 02 8:09 Plans and Designs by Cash Colby 2015 0912: Address: License: po box 915 n/a City/State/Zip: Phone: oroville, CA 95965 530-533-1510 84!;71E COUNTY DIVISION NED Digitally signed by Ca10ERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 215-NO03941OA-000000000-0000 Registration Date/Time: 2015-02-09 12:28:09 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2015-02-02 12:37:27 �! -n 0 OD -0 -0 1 Y(7 DO 0 CL r N m Medium density fiberboard - CD rQ 0 n 7 00 C 3 _F. 0 C 23 O^ aV O O ? o C) N (O� °1 u K 2, C 61� � n m 3 0 e 0 (1 I•k's 1 n�, QJ R a CL O d N a om C pp �z it0 n B cn Q. o o $ S Q 3 o n o > ; r _< �. o D 7 (Al M ® N � o 0 MTr O O rp W C O CL M CL v J d m o W M o 0 m m 0 g nn g o d ; � CL • O to R mx v I, o S n 3 O_ S w S n n 3° a O r'° 000 0 n 7 GO'.. c 0 io 7 ems° S o , , N a = a0 c 3 A � r � d .ti c.�� D O O m .O 0.05 p Y(7 DO 0 CL r N m Medium density fiberboard - CD rQ 0 n iu 00 3 _F. 0 C G N , z_ °m D 0 �d (1 I•k's 1 n�, Cr M ; m �z it0 Q Z T C >ZLo MM r M --I a (Al M ® 0 MTr y C O 2 F a� v J s m o O '9 o 0 m m 0 O J(p m8 V nn g mx v o S n 3 3° a O n c D r D A_ r M N N! M M m T O 0 X Cn C W M p 0 0 D Tn O N N CD 0 0.05 Z Z N Y(7 DO 0 CL artideboardd N m Medium density fiberboard - O rQ 0 0.13 00 _F. 0 C �WmCD� , z_ °m d�N> n�, m M �z it0 Q Z T C >ZLo MM r M --I a (Al M ® 0 MTr y C O r v J s m o 0 o 0 m m 0 O J(p m8 V nn g o S n 3 }h Butte County Building DepartrWent California Green Building Standards Code Residential VOC Checklist: VOC COMPLIANCE CERTIFICATION Address: Permit No.: - VUL ADHESIVE (NONE O) MANUFACTURER CALGreen Limit' ACTUAL VOCs SEALANT (NONE O) MANUFACTURER CALGreen Limit' ACTUAL VOCs ARCHITECTURAL COATINGS NONE O MANUFACTURER CALGreen Limit' ACTUAL VOCs I-UKMALDEHYDE COMPLIANCE CERTIFICATION PRODUCT (NONE O) MANUFACTURER CURRENT LIMIT ACTUAL Hardwood plywood veneer core IP 0.05 Hardwood plywood composite core 0.05 artideboardd - 0.09 Medium density fiberboard - 0.11 Thin medlium density fiberboard' 0.13 All carpet installed in the building interior meets the testing and product requirements of the following: (check one) ❑ Carpet and Rug Institute's Green Label ❑ California Department of Public Health "Standard Method for the Testing of VOCs' ❑ NSF/ANSI 140 at the Gold level ❑ Scientific Certifications' Systems Indoor Advantage TY Gold ❑ No carpet Installed on this project I cetify that the information provided on this form is accurate and that the materials used on this project comply with Section 4.504 (Residential) or 5.504 (Non-Resisdential) of the 2013 Califomia Green Building Standards Code. Print Name Signature Date JOB: Ptashne B ® 'wcAnoN:. Banger, Ca. - M i Te k - • -.'TRUSS ENGINEERING POWER TO PERFORM. - MiTek Industries, Inc: 7777 Greenback Lane Suite 109 , Citrus Heights, Ca.95610 Phone: (916)676-1900 Fax:(916)676-1909 yj PERMIT # /� i f O L62 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE MPLIANCE DATE .�__ BY �J y ► LUMBER - ,'.�:- ` ;t ► HARDWARE •' ► STOCK PLANS ► CUSTOM DRAFTING . f ► TRUSS ENGINEERING. - - No -' TRUSSES - - ► PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax: (530)534-5269 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. y WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. BUTTE COUNTY FEB 042015 �F This Image was created with w TIMBER DEVELOPMENT 3 PRODUCTS TRUSSES REQUIRE EXTREME CARE IN HANDLING SERVICES I x INSPECTION BUYER ACCEPTS THAT LUMBER AND LUMBER PRODUCTS °;; as 105 S.E. 124th AVE. MAY CONTAIN MOLD SPORES, THE PRESENCE OF WHICH Vancouver, Wa. 98684 S �ZCp2 ( , WILL NOT BE CONSIDERED A DEFECT :��. Phone: 360 449-3840 ® Fax:(360)449-3953 �( �C <� b p d •. • a ; �� p. - •.` _ •;. • , . � �:� .: - tis. a C- Li rLn r1 ' -y. �t y !L rr�r ). ,gyp � '. � •. - - '. + � Y... r•. �... , K~, a ... . _ a a C- Li rLn • 2 S 2 2 2 S .. �' _ a Ln - 2 7J 3 J3 . )6 ( )Z6 t 7 ' 4rSk( J4 5 '6 J5 ` J6 1 P2 •Pµ P4 4 r .' I >J J8. rJ8., " 9 J8 J J6 J61 .1v 5 ..� G. J , 4 J 3 J J2 1 n o J1 co cn ' MiTeA® ^ MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: Ptashne_B Fax 916/676-1909 , Ptashne 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: R43699543 thru R43699573 - My license renewal date for the state of California is December 31, 2016. Lumber design values are in accordance with ANSI!TPI 1 section 6.3 'These truss designs rely on lumber values established by others. RpfESS/q' X N10 .642, a PA. V2016 --- January 28,2015 Hernandez, Marcos 4 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. , BUTTE .COUNTY BUILDING'DIVISION APPROVED 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 114n -sixteenths Damage or Personal Injury Dimensions are in ft-in-s'Ixteentis. (Drawings not to scale) Apply plates to both Sides of truss 1. Additional stabifity bracing for tnra system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. �/j 6 2. Taus bracing must be designed by an engineer. For individual lateral braces themselves 1 2 3 wide tura spacing, TOP CHORDS may require bracing, or alternative T, I, or Eliminator T bracing should be considered. i a-2 C2-3 WEBSn{Y� 4 3. Never exceed the design loading shown and never St, stock materials on inadequately traced trusses. ��� 3 ; O 4. Provide copies of this tndesign to the building truss For 4 x 2 orientation, locate 4 u V delignen, erection supervisor, property owner and interested plates 0 -'aa' from outside o- all other parties. edge of truss. 0a0 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 the8 7 6 5 Cationsnd embed fully. Knots and wane at joint locby ANSI/TPI I. required direction of slots in are regulated Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. ' 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 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 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 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 15. Connections not shown are the responsibility of others. 16. Do not cut or atter truss member or plate without prior (supports) occur. Icons vary but 0 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/TPI l : National Design Specification for Metal 19. Review all portions of se design (front, pi back, words and pictures) before use. Renewing 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 FO PERFORAL" ANSI/TPI 1 Quogty Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: M11--7473 rev. 10208 Job Truss Truss Type QtyPly Ptashne 843699543 �Job PTASHNE B A11 COMMON 4 1 Reference (optional �,woa.vo, f.nau s um zO zuf a mr i ex oustnes, mc. i us den zr io:az:= zuio rage t ID:R6txcQGXRZI f3xNBn9F W W2zr5P6-sWP9Qsi4agomgtdFut3Vu9fn45KSpzmCdQKUwHzr3z5 -2.00 6-53 12-2-70 18.0.0 24-10.10 31.0.4 36-0-0 38.0.0 2-00 6-53 536 59-6 6-1010 6-1010 4-2-12 12.40 Scale = 1:65.7 5X5 — 5.00 12 5 . 1.5x4 II 5x5 = 3x8 = 5X5 = 1.5x4 II u^V I$ Plate Offsets_(X,Y): r3:0 -2-8.0-3-0t. n:0 -3-0.0-3-0t n 1:0-2-8 0-3-Ot 113:0-2-8.03-Ot LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.10 13-14 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.27 1314 >999 240 BCLL 0.0 ' Rep Stress Inu YES WB 0.65 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code IBC2012lrP12007 (Matrix) Weight: 174 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins. BOT CHORD 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 OF No.2 WEBS 1 Row at midpt 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation uide REACTIONS (Ib/size) 2=1363/0-5-8 (min. 0-1-8), 10=1712/0-5.8 (min. 0-1-13), 8=36/0-5-8 (min. 0-1-8) Max Horz 2=133(1-C 6) Max Uplift2=277(LC 8), 10=230(1-C 8), 8=-99(LC 8) Max Grav2=1363(LC 1), 10=1712(LC 1), 8=119(LC 18) FORCES (lb) - Max. Comp./Mex. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2543/379, 34=1975/350, 4-5=1406/302, 5-6=1424/299, 6-7=1503%274, BUTTE .COUNTY 7-8=-63/622 BOTCHORD 2-14=259/2263, 1314=261/2259, 12-13=163/1761, 11-12=114/1318, 10-11=-434/98, BUILDING DIVISION 8-10=513/113 .WEBS 314=0/254, 313=554/109, 4-13=3/407, 4-12=720/151, 5-12=90/645, 6-11=337/117, ®� 7-11=220/1814, 7-10=1598/293 EU NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; 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) 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 36-0 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 277 Ib uplift at joint 2, 230 Ib uplift at joint 10 4+ and 99 Ib uplift at joint 8. 03 R? 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. CD 7 6428 ig1 LOAD CASE(S) Standard "R 03100116 , civil - January 28,2015 QwrtiuvrNrr-v�;rrra�iy.A>,�,a•aaas�avr��su��s�wornr�t�v??tis_�•rtt�->41a,�K.�/�/��a,au� , 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 des'gner. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, 056-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Infortnalloq� Gvailable from Truss Plate Institute. 781 N. Lee Street, uite 312 q ex dr�a VA 22314. Citrus Heights. CA, 96610 !d. .*,o,'f s�(L�s11iMRsbSli� i'1As�9QWw1MS3 atS!i$Rf4 06%OS y,},Qy�r�i6-X 9 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 f 4n -sixteenths Damage or Personal Injury Dimensions are in ft-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 -bracing, Is always required. See BCSI. L - /16 2. Tens bracing must be designed by an engineer. For truss individual lateral braces ihemselves 1 2 3 TOP CHORDS wide spacing, may require bracing, or alternative T,1, or Efiminator bracing should be considered. cr-2 c2 7 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 tens design to the building For 4 x 2 orientation, locate U s = designer, erection supervisor, property owner and interested 0011Aplates 0 -'AJ' from outside a �' u U alt other parties. edge of truss. a0 5. Cut members to bear tightly against each other. cry BOTTOM CHORDS 6. Place plates on each face of tans at each This symbol indicates the8 7 6 5 Point 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 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 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 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 9 -r -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 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. andRevipi to portions of sehis design inn pi 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 PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MIP473 rev. 10208 Job Truss Truss Type. Qty Ply Ptashne -0.15 13 Plates Increase 1.25 TC 0.45 TCDL 10.0 843699544 I PTASHNE B Al2 COMMON 6 1 Rep Stress Incr YES WB 0.65 "Job Code IBC2012/TP12007 Reference (optional) tnaeavor 1101nes, orovme. CA ababb 1.4;Su s dui zb zut s mi i ex mausmes, mc. i ue uan zr lbssz:0a zum Pagel ID:R6txcaGXRZ1f3xNBn?FWW2zr5P6-puWwgYkK6H2UwBne715z al6vu-jHtCV4kpb?Azr3z3 -2.0.0 411-14 9.40 148-0 18-0.0 239E 29813 36-0-0 38.0-0 2-0.0 411-145-4-0 3-4-0 5-9-6 59-6 6-5-3 280 ' Scale = 1:66.8 5x8 = .ana, - lb lb 14 IJ 1.5x4 11 4x8 = 4x4 = 4x4 = _ 3x8 = 5x8 = OIJ Ib d 5x5 = 1.5x4 II 411-14 9.40 148.0 1&0.0 239.6 29813 LOADING (pSO in (loc) SPACING 2-0-0 CSI TCLL 20.0 -0.15 13 Plates Increase 1.25 TC 0.45 TCDL 10.0 -0.50 12-13 Lumber Increase 1.25 BC 0.59 BCLL 0.0 0.18 9 Rep Stress Incr YES WB 0.65 BCDL 10.0. Code IBC2012/TP12007 (Matrix) LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 *Except* 14-15:2x6 DF No.2 G WEBS 2x4 DF No.2 DEFL in (loc) I/def! Ud PLATES GRIP Vert(LL) -0.15 13 >999 360 MT20 220/195 Vert(TL) -0.50 12-13 >847 240 Horz(TL) 0.18 9 n/a n/a Weight: 198 Ib FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation u'de REACTIONS (Ib/size) 2=1555/0.5-8 (min.0-1-11), 9=1555/0-5.8 (min. 0-1-11) Max Horz 2=133(LC 6) Max Uplift2=303(1-C 8), 9=-303(LC 8) FORCES (!b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3045/434, 3-4=2697/438, 4-5=1633/249, 5-6=1602/298, 6.7=1889/367, 7-8=-2467/416, 8-9=3018/442 BOT CHORD 2-16=318/2725, 15-16=320/2722, 1415=277/2455, 13-14=276/2435, 12-13=-225/2217, 11-12=319/2693, 9-11=317/2697 WEBS 3-115=329150.14-17=-2/362, 5-17=277/106,113-17=11179/258, 6-13=239/1290, 7-13=723/157, 7-12=0/415, 8-12=542/104, 417=1032/238, 6-17=38 X1111 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=36ft; eave=5ft; 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 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) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 Ib uplift at joint 2 and 303 Ib uplift at 'joint 9. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard " BUTTE COUNTY BUILDING DIVISION _ss�oy , AA. 76428 D EXPI 121311201E OF CAV%t January 28,2015 QWMNT+ v y.a A ar wr�ar�sawnrrsamlrt+tart varrrFsr, lac r+rr�q>a K.1/�9/zaa�,s u Design valid for use only with MiTek connectors. This design Is based only upon parameters shovm, cnd 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 �TC�• erector. Additional permanent brocing of the overall structure Is the responsibility of the building designer. For general guidance regarding a sea fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/11`11 OualBy Ceterla, DSB-89 and BCSI Binding Component 7777 Greenback Lane, Suite 109 Safely Inlonnalloq" �valiable from Truss Plate Institute. 781 N. Lee Street, Suite 312 A ex ]d�r�a, VA 22314. Citrus Heights, CA, 95610 !iFbor:( L9;Ri!19,I�i117�Kr3'bCf�,#>a fi8'.4r 9 wMMS3 �FtJtiiASF. .Bt#s•F SOI Q..la4 bYf!1eE' i 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 dmensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft-in-s'lxteenths. (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 0'/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 alternative T, I, or Efiminator bracing should be considered. ci-2 C2:i W EBS4 4, 3. Never exceed the design boding shown and never inadequately braced trusses. stack materials on Oz O\\,�; 4. Provide copies of this tans design to the building For 4 X 2 orientation, locate U designer, erection supervisor, property owner and interested Plates 0 -'Ad' from outside a v U another parties. edge of truss. a0 5. Cut members to bear tightly against each other. cry C6.7 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 are regulated by ANSI/TPI 1. required direction of slots in cations 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 • 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 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. Comber 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 bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are n1nimum 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 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 MiTeW 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 an portions of this design (front: back. words and pictures) before use. Reviewing pictures alone ReviewingPlate Connected Wood Truss Construction. ® 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 1r0 PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MR -7473 rev. 106'08 Job Truss Truss Type Qty Ply Ptashne 5x8 = SS15 4-4-9 3 B 20 4 21 843699545 PTASHNE_B AH1 CAL. HIP 1 1 _ 2 LOADING (psf) SPACING 2-0-0 CSI OEFL Job Reference o nall cnueav .Homes, vmnne, s,n eaaoa r.- s dm za 1- mi i es mausmes, mc. i ue den zf io:ao:w zwo rage 1 ID: R6txcQGXRZ1 f3xNBn7FWW2zr5P6-IHegFEladulC9UxO7j8R37gPpih7liLoX2li32zf3z1 -2-0.0 SS15 511-11 9.10.8 14�i1 19-1-11 239-4 27-33 30.0.5 300,1 36.0-0 38.0.0 2-40 - 5515 0. 2 310.13 47-9 47-9 47-9 3515 2-9.2 4 2 5515 2�0 Scale = 1:69.1 5.00 1 2 5x8 = 1.5x4 II 3x10 = 5x5 = 4x12 = 1.5x4 II 5x8 = SS15 4-4-9 3 B 20 4 21 22 23 6 24 25 26 6 27 28 29 7 30 831 32 9 33 - _ 2 LOADING (psf) SPACING 2-0-0 CSI OEFL in (loc) I/deft 10 PLATES GRIP dI 1 Plates Increase 1.25 TC 0.68 Vert(LL) -0.16 16-17 >999 360 MT20 220/195 i s Lumber Increase 1.25 BC 0.54 Vert(TL) 11 ja >587 240 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(TL) 0.05 14 d 4.5 = 34 35 1836 37 17 38 16 39 40 41 15 42 14 43 44 13 45 4612 47 46 4x5 = Weight: 188 Ib FT = 20% 2x4 II 4x8 8x8 6x12 = 8x8 ,` 4x10 = 2x4 II '311 U0 TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, except BOT CHORD 2x6 DF No.2 G 2-0-0 oc purlins (2-10-3 max.): 3-9. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 4-2-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installationguide, REACTIONS (Ib/size) 2=1504/0-5-8 (min. 0-1-10), 1,14=3760/ 5-8 (min. 0-40), 10=278/0-5-8 (min. 0-1-8) Max Horz 2=51(LC 7) Max Uplift 2=332(1_C 8),14=807(1_C 8), 10=73(1_C 8) Max Grav 2=1508(LC 17), 14=3760(LC 1), 10=366(LC 14) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2945/566, 3-4=3648/805, 4-5=3638/801, 56=747/234, 6-7=747/234, BUTTE COUNTY 7-8=-306/1404, 8-9=307/1421, 9-10=-230/398 BOTCHORD 2-18=-473/2655, 17-18=-479/2639, 16-17=-663/3101, 15-16=663/3101, 1415=-3059/688, BUI'LUING DIVISION 13-14=3059/688, 12-13=-360/198, 10-12=343/205 WEBS 3-18=0/419, 3-17=327/1211, 417=685/275, 517=85/599, 5-16=0/388, APPROVED 515=2601/547, 6-15=595/269, 7-1 5=912/4163, 7-14=3394/820, 7-13=375/1983, 8-13=254/157, 9-13=-1421/247, 9-12=0/415 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=42psf; h=25ft; B=45ft; L=36ft; eave=5ft; 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 oQfssi 3) Provide adequate drainage to prevent water ponding. 4Q4 0�•4 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ Q� N10 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. ` .6) A plate rating reduction of 20% has been applied for the green lumber members. 76428 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 332 Ib uplift at joint 2, 807 Ib uplift at joint 14 Q and 73 Ib uplift at joint 10. -4 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. - EPI Mif2u'1s 9) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. h January 28.2015 r nunrron �n n�aa � - �s{YARN3NG-ve^1N4•e4!4°tea°)t�.+3d!MRFA.U?N7?ESl1N?%N,BANG(�lf�AM{7FXRFffRfiV�t'+K$EM1i747E+R!s¢/19�2d1!?,�JISE Design valld 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 two 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 Q fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPil Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Sa ety Intorr�aliog� gvaliable from Try s Plate Institute, 781 N. Lee Street, Suite 312 Ada ddt VA 22314. Citrus Heights. CA, 95610 #, gf4,4V.9949FTW14mvbWAf i`tQ9A�rOLD ✓�}rB3M9409w�Xtfl�f9�/9, ..,01a A SS15 i 9-10.8 14.8-1 19.1.11 239-0 27-33 30.6-1 38.40 SS15 4-4-9 47.9 47.9 47-9 3515 32-14 SS15 Plate Offsets KY): f6:0 -2-8.D-3-41, f7:0-5-4,0-1-81, [14:0-4-0.0-0-121, [16:04-0.04-81 LOADING (psf) SPACING 2-0-0 CSI OEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) -0.16 16-17 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.48 16-17 >587 240 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(TL) 0.05 14 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 188 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, except BOT CHORD 2x6 DF No.2 G 2-0-0 oc purlins (2-10-3 max.): 3-9. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 4-2-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installationguide, REACTIONS (Ib/size) 2=1504/0-5-8 (min. 0-1-10), 1,14=3760/ 5-8 (min. 0-40), 10=278/0-5-8 (min. 0-1-8) Max Horz 2=51(LC 7) Max Uplift 2=332(1_C 8),14=807(1_C 8), 10=73(1_C 8) Max Grav 2=1508(LC 17), 14=3760(LC 1), 10=366(LC 14) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2945/566, 3-4=3648/805, 4-5=3638/801, 56=747/234, 6-7=747/234, BUTTE COUNTY 7-8=-306/1404, 8-9=307/1421, 9-10=-230/398 BOTCHORD 2-18=-473/2655, 17-18=-479/2639, 16-17=-663/3101, 15-16=663/3101, 1415=-3059/688, BUI'LUING DIVISION 13-14=3059/688, 12-13=-360/198, 10-12=343/205 WEBS 3-18=0/419, 3-17=327/1211, 417=685/275, 517=85/599, 5-16=0/388, APPROVED 515=2601/547, 6-15=595/269, 7-1 5=912/4163, 7-14=3394/820, 7-13=375/1983, 8-13=254/157, 9-13=-1421/247, 9-12=0/415 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=42psf; h=25ft; B=45ft; L=36ft; eave=5ft; 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 oQfssi 3) Provide adequate drainage to prevent water ponding. 4Q4 0�•4 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ Q� N10 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. ` .6) A plate rating reduction of 20% has been applied for the green lumber members. 76428 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 332 Ib uplift at joint 2, 807 Ib uplift at joint 14 Q and 73 Ib uplift at joint 10. -4 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. - EPI Mif2u'1s 9) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. h January 28.2015 r nunrron �n n�aa � - �s{YARN3NG-ve^1N4•e4!4°tea°)t�.+3d!MRFA.U?N7?ESl1N?%N,BANG(�lf�AM{7FXRFffRfiV�t'+K$EM1i747E+R!s¢/19�2d1!?,�JISE Design valld 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 two 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 Q fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPil Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Sa ety Intorr�aliog� gvaliable from Try s Plate Institute, 781 N. Lee Street, Suite 312 Ada ddt VA 22314. Citrus Heights. CA, 95610 #, gf4,4V.9949FTW14mvbWAf i`tQ9A�rOLD ✓�}rB3M9409w�Xtfl�f9�/9, ..,01a A Symbols Numbering System AGene'ral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property s/4 Center plate joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-irrsixteenths Damage or Personal Injury 9 J rY Dimensions are in 11 -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 -tracing, is always required. See SCSI. O.11 2. Trus bracing must be designed by an engineer. For taus individual lateral braces themselves 2 3 wide spacing, TOP CHORDS may require bracing, or alternative T, I, or Eliminator TT should be considered. c1-2 C2-3bracing WEBS 4 3. Never exceed the design loading shown and never p �y stack materials on inadequately braced trusses. O �•� ;r� 3r4. Provide copies of this tens design to the building For 4 x 2 orientation, locate U va Oz designer, erection supervisor, property owner and plates 0 -'ns' from Outside a �' u U ap other interested parties. edge Of truss. p 5. Cut members to bear tightly against each other. cr 7 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 I. required direction of slots in care regulated by ANSI/TPI connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSIAPI 1. Plate location details available In MITek 20/20 software Or upon r@gUCSF. 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 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 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 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 MTek® 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 ME environmental, health or performance risks. Consult with — project engineer before use. Industry Standards: ANSI/TPI i : National Design Specification for Metal 19. (front, back. words Review all portions of use. Reviewing and pictures) before use. Revieng pictures alone Plate Connected Wood Truss Construction. ® Isnot sufficient. DSB-89: Design Standard for Bracing. MiTek Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r17 PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Treses. MTek Engineering Reference Sheet: MII-7473 rev. 10208 ? •� •p_ is AX Job . Truss Truss Type I Qty ID:R6txcQGXRZ1f3xNBn?FVWV2zr5P6-IHegFEladulC9Ux07j8R3?gPpih?IiLoX2li32zr3z1 Pleshne , - PTASHNE B �• . • 1 AH1 CAL. HIP 4 1 1PIy 1 R43699545 • ,' Ib down and 1231b up at 8-0-12, 139 Ib down and.150 lb up at 10-0-12,.139 Ib down and 151 Ib up at 12-0-12, 139 Ib down and 151 Ib uat 14-0-12, 139 lb down and 152 Ib -Job up at 16-0-12, 139 Ib down and 152 Ib up at 18-0-0, 139 Ib down and 152 Ib up at 19-11-4, 139 Ib down and 151 Ib up at 21-11-4, 152 Ib down and 155 Ib up at 23-11-4, 139 Reference (optional PPROVED t , ,&WAIRNJM Va.4feaANy++�aaa ls�nar3FAilill7?ESQNnit�amlr.A 7dr x Mtr74Za+px.1/29/ .9?,a €J1sE 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 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 BuBding Component ♦ .7777 Greenback Lane, Suite 109 ` Safety Info atlo vailable from Tru s Plate Institute, 781 N. Lee Street Suite 312 ex dr1a, VA�� 4. - t •` a Citrus Heights, CA, 95610 asp» ' 'i 9 = r tie, sb@41gg89 Y+lre a9.t�tse. essfva- AM fay + enoeawr nomes,V,aVale, VH nayba - (.4,1U s Jul zo zu13 ml I eK Ina usmes, Inc. I ue Jan z/ 1b:JJ:uu zuib Page z ID:R6txcQGXRZ1f3xNBn?FVWV2zr5P6-IHegFEladulC9Ux07j8R3?gPpih?IiLoX2li32zr3z1 , NOTESsr 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 118 Ib down and 137 Ib up at 6-0-0,,7,8 Ib down and 76 Ib up at 6.0-12, 79 Ib down and 1231b up at 8-0-12, 139 Ib down and.150 lb up at 10-0-12,.139 Ib down and 151 Ib up at 12-0-12, 139 Ib down and 151 Ib uat 14-0-12, 139 lb down and 152 Ib up at 16-0-12, 139 Ib down and 152 Ib up at 18-0-0, 139 Ib down and 152 Ib up at 19-11-4, 139 Ib down and 151 Ib up at 21-11-4, 152 Ib down and 155 Ib up at 23-11-4, 139 _ • ' : Ib down and 150 Ib up at 25-11-4, 79 Ib down and 123 Ib up at 27-11-4, and 78 Ib down and 76 Ib up at. 29-11-4, and 118 Ib down and 137 Ib up at 30-0-0 on top chord, and 78 lb down at 2-0-12, 74 Ib.down at 4-0-12, 74 Ib down at 6-0-12, 74 Ib down at 8-0-12,'74 Ib down at 10-0-12, 74 lb down at 12-0-12,-74 Ib down at 14-0-12, 74 Ib down at 16.0-12, 74 Ib down at 18-0-0, 74 Ib down at 19-11-4, 74 Ib down at 21-114, 40 Ib down and 15 Ib up at 23-11-4, 74 Ib down at 25-11-4, 74 Ib down at 27-11-4, 74 Ib down at 29.114, and 74 Ib down at 31-11-4, and 78 Ib down at 33-114 on bottom chord. The design/selection of such connectiondevice(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).' '• _ + ♦ ` LOAD CASE(§) Standard ` 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 • -.r r : , t `� '• r ` . - r Uniform Loads (plf) Vert: 1-3=60, 3-9=-60, 9-11=60, 2-10=20 ;r , Concentrated Loads (lb) e 1 a Vert: 17=37(B) 4=-139 14=20 7=152 19=-1196(121=-78)20=7922-139 24-139 25-139 26=139 27=-139 28-139 31=-139 32=79 33=196(6=78) 34= -39(B)'- 35 -37(B) 36=37(6) 37=-37(B) 38=37(B) 39=37(B) 40=-37(6) 41=37(13) 42=37(B) 43-37(131)44=-37(B) 45=-37(B) 46=37(B) 47=-37(B) 48�39(B) + n 4. .. '' • #' ... 1 . � .. . - ' T• ` -BUTTE COUNTY , .. ._ PPROVED t , ,&WAIRNJM Va.4feaANy++�aaa ls�nar3FAilill7?ESQNnit�amlr.A 7dr x Mtr74Za+px.1/29/ .9?,a €J1sE 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 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 BuBding Component ♦ .7777 Greenback Lane, Suite 109 ` Safety Info atlo vailable from Tru s Plate Institute, 781 N. Lee Street Suite 312 ex dr1a, VA�� 4. - t •` a Citrus Heights, CA, 95610 asp» ' 'i 9 = r tie, sb@41gg89 Y+lre a9.t�tse. essfva- AM fay + 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-s*Weenths u Damage or Personal In 9 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-tracing, is always required. See SCSI. i n 0'/16 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 altemative T, I, or Eliminator bracing should be considered. C1-2 C2 7 WEBS 4 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. of 11?O h•� ;� ; it O 4. Provide copies of this taus design to the building designer, erection supervisor, owner and For 4 x 2 orientation, locate U �' v property alt other interested plates 0- W' from outside a U parties. edge of truss. p 5. Cut members to bear tightly against each other. cr BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 Cationsand embed fullRyy. Knots and wane at joint 1. required direction of slots in locare regulofed by ANSI/TPI Connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSI/TPI I. ' Plate location detalls available in MfTek 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 o 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 10 slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are n9nimum 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, ff 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 atter truss member or plate without prior (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved approval of an engineer. reaction section indicates joins B�i>o ® 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 to portions of this design (front, back, words and �cfficie before use. Reviewing pictures alone res 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 TrO PERFORAL" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MI1-7473 rev. 10208 4 Job Truss Truss Type Qty PlyPlashne TC 0.55 Lumber Increase 1.25 BC 0.48 - YES R43699546 PTASHNE B AH2 CAL HIP 1 1 11 n/a n/a ob Refere ce all tion cnucavu, •, um, vruvmc, ..n wou� -rage ID: R6txcQGXRZl f3xNBn?F W W2zr5P6-DTC2TamDOCQ3neWDhRfgbDNca62FUG2xmi 1 FCVZr3zO -2-0-0 7-515 7-11-11 12-30 18-3-2 23-94 28.45 2 1 36.0-0 38.40 2-0.0 7-5.15 4 2 435 5�i2 SS2 43-1 0. 2 7-5-15 240 • Scale = 1:69.1 • f - 5x8 \\ • 6x8 = 5 00 12 1.5x4 I I 5x8 = 1.5x4 I I LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL' 10.0 LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 SPACING 2-0-0 CSI Plates Increase 1.25 TC 0.55 Lumber Increase 1.25 BC 0.48 Rep Stress [nor YES WB 0.52 Code IBC2012ITP12007 (Matrix) C/ V1_ DEFL .in (loc) I/deft , L/d Vert(LL) -0.07 2-14 >999 360 Vert(TL) -0.23 2-14 >999 240 Horz(TL) 0.04 11 n/a n/a BRACING TOP CHORD BOTCHORD WEBS REACTIONS (Ib/size) 2=939/0-5-8 (min. 0-1-8), 11=1823/0-58 (min. 0-1-15),8=349/G-5-8 (min. 0-1-8) Max Horz 2=65(LC 7) Max Uplift 2=214([-C 8), 11 =262(1-C 8), 8=-129(LC 8) Max Grav 2=945(LC 17), 11=1823(LC 1), 8=371 (LC 18) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1445/218, 3-4=12(34/247, 4-5=1259/244,5-6=84/1036. 6-7=-82/042, 7-8=-42/323 BOT CHORD 2-14=103/1247, 13-14=106/1238, 12-13=32/547, 11-12=-32/547, 10-11=-272/90, 8-10=265/92 WEBS 3-14=0/283, 4-13=351/104, 5-13=110/822, 5-11=1778/266, 6-11=272;93, 7-11=1103/146, 7-10=0/272 PLATES GRIP MT20 220/195 Weight: 157 Ib FT = 20% Structural wood sheathing directly applied or 4-4-13 oc purlins, except 2-0-0 oc purlins (5-1-15 max.): 3-7. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 5.11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=36ft; eave=5ft; 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. r • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 214 Ib uplift at joint 2, 262 Ib uplift at joint 11 and 129 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) 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 \ BUTTE COUNTY BUILDING DIVISION APPROVE® Ogi�,Qf `SS/p� W 0 v EXP. jW3112016 QFCA1-' January 28,2015 QIVARIvb1YCi Yarity,Q,zpyAanJJ?EA..D1P71�S41t1'?1N,BANAI�CA??I%FXRFffRFr'pE;'A,c�E.HIi'I47Y+EK.1f/19I2d.Q4,R?1/.Sf:_ '��. 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 responsibility, 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 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 5 fety Informatio vailable fromldte Institute. 7 I N. Lee Street Suite 31 xgrldda V'A 22314. Citrus Heights, CA, 95610 ppsorldoMs��Pl9alt�abs,ls_. .go®4os3wl0se,SJresawa)tJ.a914 /435 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. 1 64-8 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 SCSI. 0A2. 2. Truss bracing must be designed by an engineer. For truss Individual lateral braces themselves 2 3 TOP CHORDS wide spacing, may require bracing, or alternative T, I, or Eliiminator T bracing should be considered. T c1-2 C2-3 WEBS 4 3. Never exceed the design loading shown and never inadequately braced trusses. p stack materials on O �• ;� ; 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 interested plates 0-'na� from outside a j' u U all other parties. edge of truss. 0- 5. Cut members to bear tightly against each other. Cz� 0 BOTTOM CHORDS 6. Place plates on each face of inns at each This symbol indicates the 8 7 6 5oini and embed fully. Knots and wane at joint {ocatlons 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/TPI 1. ' Plate location details available In MfTek 20/20 software Or 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 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 h 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 ceifing 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 aver 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/TPI1: Notional Design Specification for Metal 19. Review all portions of se 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 BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling,POWER TO PERFOR!►�" ANSI/TPl 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type 0ty Ply Pteshne LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d R43699547 PTASHNE_B AH3 CAL HIP 1 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.18 14-15 >999 240 Job Reference (optional tnaeavor homes. urowne, uA towoo r.aau s dui zo zula mi i ea muusmes, mc. i ue don z 10 uz zu ra rage 1 ID: R6txcOGXRZ1f3xNBn?F W W2zr5P6-hgmpgwnr9WYwPo5PE8Av8QvotVPRD155?MnoBxzr3z4 2-0-0 4-11- 4810 - 2 6-6E 7-3.3 2-3-1 0- 1 4570 4-11-6 2.0-0 Scale= 1:69.1 5x8 \\ .5x6 = 4x10 = 5x6 ' aXa - 10 10 . 14 - IC 11 sxa - 1.5x4 II 5x5 = 4x10 = 5x5 = 3x8 = 1.5x4 II 4-11 9-515 18-61 239-0 2&6-1 31-0.10 3111 l } 4-11$ 4$10 7-0-2 7-3.3 2-6.13 4.610 411.6 Plate Offsets (X.Y): 15:0-3-0,0-3-41.f13:0-2-8.0-3-01.[15:0-2-8.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.06 14-15 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.18 14-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) 0.03 13 n/a n/a BCDL 10.0 Code IBC2012rrP12007 (Matrix) Weight: 172 Ib FT'-_ 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins, except BOT CHORD 2x4 DF No.2 2-0-0 oc purlins (6-0-0 max.): 4-7. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required Cross bracing be Installed during truss erection, in accordance with Stabilizer Installationguide, ' REACTIONS (lb/size) 2=943/0.5-8 (min. 0-1-8), 13=1815/0-5-8 (min. 0-1-15), 9=353/0-5-8 (min. 0-1-8) Max Horz 2=77(LC 7) Max Uplift 2=217(1_C 8), 13-253(LC 8), 9=-135(LC 8) Max Grav 2=943(LC 1), 13=1815(LC 1), 9=390(LC 18) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. _ TOP CHORD 2-3=-1551/229, 3-4=1166/220, 4-5=715/194, 5-6=710/191, 6-7=0/388, 7-8=2/447 BOT.CHORD 2-16=131/1362, 15-16-131/1362, 14-15-73/1022, 13-14=760/'168, 12-13=760/168 p C sUTTE COUNTY WEBS 3-15=-408/65, 4-15=0/361, 4-14=-372/38, 5-14=467/159, 614=238/1668, 6-13-1679/298, 6-12-79/648, 7-12=-294/52, 8-12-490/77 FjLALDING DIVISION NOTES 1) Unbalanced roof live loads have been considered for this design. ' APPROVE® 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf;'h=25ft; B=45ft; L=36ft; eave=5ft; 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) 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.. p DFESSO' , fit between the bottom chord and any other members.Q 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 Ib uplift at joint 2, 253 Ib uplift at joint 13 and 135 Ib 9. uplift at joint 7) This truss is designed in the 2012 International Building Code section 40 accordance with 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 78428 > LOAD CASE(S) Standard tai r January 28,2015 Q wAanSrrG spiry.6�a!gn.p�.»�raaAanFav>��saM arta :�nlo rnu�f�v�rr�us:Et�nc�'�rr �47a�K.�/�/�aa,aru� ��. 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 responsibilliy, of the erector. Additional permonent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Qil� fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DS6-89 and SCSI Building Component 7777 Greenback Lane, Suite 109 Soley InronnalloR" q -liable from Truzs Plate Institute, 781 N. Lee Street , Suite 3120 p,exxaJ]d�rta. VA 22314. Carus Heights, CA, 85610 p5w>t At99SiNwvAuc4bp spfivei?bHaarra0 .4Ms3.r5aAos4•SF&Gdi+f 95/v?y$F+.ts 6YNSi 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 14ri-sixteenths Damage or Personal Injury Dimensions are in ff-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 otways required. See BCSI. Q.1 /id 2. Taus bracing must be designed by an engineer. For truss individual lateral braces themselves 1 2 3 wide spacing, TOP CHORDS may require bracing, or altemailve T, I, or Eliminator bracing should be considered. T T ci 2 WEBS 3. Never exceed the design loadingshown and never stock materials on inadequately braced trusses. O•� O NC 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U = designer, erection supervisor, property owner and plates 0 -'Al' from outside CL U all other interested parties. edge Of truss. 5. Cut members to bear tightly against each other. c7- Q6 -7p BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the g 7 6 5 joint and embed tufty. Knots and wane at joint are regulated by ANSI/TPI 1. required direction of slots in orations 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 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 THE LEFT. 9. Unless expressly noted, this design isnot 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 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 load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indcated 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 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or aver 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/TPI l : National Design Specification for Metal 19. Review all portions of this design Itront, 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 r0 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 Qty Ply Pleshne I/deft Ud • TCLL 20.0 Plates Increase R43699548 PTASHNE_B AH4 � CAL HIP 1 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.37 - ob Re er ce o do al CrIaCHVOr IlalI1C], VIOVIIIC, VM tlJ7a� - ID: R6txcQGXRZI f3xNBn7F W W2zr5P&9sKpuFoTwpgmOygborh9heSzDvlPyBuE EOWMgNzr3z_ 24-6-1 -2-0-6 '5-11-6 ' 11515 11- 1 11 1751 23-9-4 2 5 30-0.10 38-0-0- 2-0O 571-6 5510 4 2 5-6-6 - 6-33 0. 1 5810 _ 511-6 0512 Scale = 1:68.0 F 3x5 = 5x8 ' - 1.5x4 II 5x6 J •' = • 1.5x4 11 5x5 = 4x8 = 5x6 = 1.5x4 11 3x4 = S -6 -S 5 -& 23 0. 0 36.0-0 511.8 5610 6.0.2 633 0-61 5610 Stt-6 Plate Offsets (X,Y): fl3:0-3-0.0-3-41. [15:0-2-8,0-3-01 Oil LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.05 15-16 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.14 14-15 >999 240 BCLL 0.0,' ... Rep Stress Incr YES WB 0.43 Horz(TL) 0.03 9 n/a n/a BCDL `10.0 Code IBC2012/TP12007 (Matrix) Weight: 174 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins, except BOT CHORD 2x4 DF No.2 2-0-0 oc purlins (6-0-0 max.): 4-7. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS (Ib/size) 2=956/0-5-8 (min. 0-1-8),13=1797/0-5-8 (min. 0-1-15), 9=358/0-5.8 (min. 0-1-8) Max Horz 2=90(LC 7) Max Uplift 2=220([-C 8), 13=249(LC 8), 9=-137(LC 8) Max Grav 2=956(LC 1), 13=1797(LC 1), 9=412(LC 18) , FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BUTTE COUNTY TOP CHORD 2-3=-1560/239, 3-4=10171210, 4-5=493/171, 5-6=488/168, 6-7=0/571, 7-8=22/663 BUILDING DIVISION ���Diy 60T CHORD 2-16=136/1367, 15-16=136/1367, 14-15=-42/867, 13-14=-536/151, 12-13=573/157 WEBS 3-15=563/104, 415=0/408, 414=-494!63, 5-14=-382/129, &14=180/1282, APPROVED &13=1202/218, 8-12=663/117, &11=0/273 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 Ib uplift at joint 2, 249 Ib uplift at joint 13 and 137 Ib uplift at joint 9. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) 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 r op�Of �5S/p�q , 76428 Q v EXE' 1201/2016 ` January 28,2015 QWARNS/'tG+Y�{rfyQ,epigs�,doJ>�iI9�47?J;Sfk'7JH.8AN011N(3��9??ifflfRFffREt1!Cif'A6f�?ii7478+!?K.�/29/2d4d,�Jl.� Design valid for use only vWth MOek connectors. This design is based only upon parameters shovm, and B for on individual building component. Applicability of design parameters and proper incorporation of component is responsibliity, 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 e fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/IPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane, Suite 109 SafetyInlonnallo vailable from Truss Plate Institute, 7 1 N. Lee Street. Suite 31 exa��r�a VA 22314. Citrus Heights, CA, 95610 �l'.Swna+9to WPtt # i409R9st6Aw. of -90"V 994/A1�Z5. Isymm g 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 f 4n -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. 6 2. Taus bracing must be designed by an engineer. For tnra individual lateral braces themselves 1 2 3 wide spacing, TOP CHORDS may require bracing, of altemative T, I, or E iminator m bracing should be considered. T i i ci-2 ria WEBS 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. O �• ; �r� od N 4. Provide copies of this muss design to the building For 4 x 2 orientation, locate Udesigner, erection supervisor, property owner and interested plates 0 -'Al' from outside a U all other parties. edge of truss. a 5. Cut members to bear tightly against each other. cr 0 BOTTOM CHORDS 6. Place plates on each face of inns at each This symbol indicates the 8 7 6 5)Dint and embed furry. 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 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 10. Camper is a non-structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. 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, 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 indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, 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 ceiring is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but m 2006 MiTekO All Rights Reserved 15. Connections not shown are the responuibiTity 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 au portions of this design Itront, back. words a� pcfficie before use. Reviewing pictures alone Plate Connected Wood Truss Construction.MiTek ® isnot 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 PERFGRAOL " ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: M4-7473 rev. 10'08 Job Truss Truss Type Oty Ply Pleshne 8.11E 110 6810 4-6.1 4-61 1-3.3 5-3-6 - 611E Plate offsets (X.Y): 13:0-30.0-3-01, (6:0-6-12.0-1-101, R43699549 PTASHNE B AH5 CALHIP 1 1 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Job a ere ce o do al enaenvur Homes, vrovme, t,r aanoa r.nau s d . ea suis mi i ex mausmes, mc. ' ue den zr ro:ao:un 4 u1. rage r ID: R6txcQGXRZI f3xN Bn?F W V,2zr5P6-d2uB5bp5h7ode6FoMZCODr77QJ4bhZhOSgGvBgzr3yz -2-0-0 6.11E 13.5-15 131111 1__ a 22-0.5 - 22-%l 29.0.10 36.0-0 2-0.0 6.11E 6-6-10 0. 2 4-0-5 4-0.5 0- 2 6.610 611E 2.0.0 Scale = 1:69.1 5.00 12 - 5x8 - • 1.5x4 11502 5x12 = 1.5x4 II 5x5 = 3x10 = 5x5 = ``� V 1.5x4 II - 3x4 = MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS (Ib/size) 2=926/0-5-8 (min. 0-1-8), 11=1867/0-ns8 (min. 0-2-0),8=317/0-&8 (min. 0-1-8) Max Horz 2=105(1_C 6) Max UpIiR2=215(LC 8), 11=262(1_C 8), 8=-129(LC 8) Max Grav 2=949(LC 17), 11=1867(LC 1), 8=389(LC 18) l FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. . TOP CHORD 2-3=-1501/225, 3-4=810/179, 4-5=329/139, 5-6=-330/139, 6-7=45/847, 7-8=-104/369 BOT CHORD , 2-15=-116/1306, 14-15=-118/1302, 1314=-1/661, 12-13=349/142, 11-12=-348/143, 110-111=314/76,8-10=-310/78 WEBS 3-15=0/292, 314=693/140, 4-14=13/441, 4-13=-596/88, 5-13=259/74, 6-13=-131/1000, 6-11=-1482/216,7-1 1=-663/138, 7-10=0/268 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vint=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; 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 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 360 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 Ib uplift at joint 2, 262 Ib uplift at joint 11 and 129 Ib uplift at joint 8. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard'ANSIrrPI 1. 8) 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 BUTTE COUNTY BUILDING DIVISION. APPROVED January 28,2015 Q fvaxfvr.� ~1'>�.a>��r�as:Envs�r�sr� nxsanal rrvc��vMr>Fu��a�r€��rrr-�gza;�K.�/�e/z0a�,a� . Design valid for use only with Mnek 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 des finer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Satefy Inforr�aflo �pvailable from Truss Plate Institute. 1 1 N. lee Street, Suite 312 [� gx�gl�d�rp, VA 22 14. Citrus Heights, CA, 95610 M,So,rt'�Sf:4;�W. �.i9'd, :43f6�6S "IftA 9 _ V.B9 QSe,S>fSG3f�9�Jpz✓�WJ�RSSS LI 13- 18.0.0 22-6•1 P3.9 -4i 29-0.10 36.0.0 8.11E 110 6810 4-6.1 4-61 1-3.3 5-3-6 - 611E Plate offsets (X.Y): 13:0-30.0-3-01, (6:0-6-12.0-1-101, r7:0-3-0,0-3-41, 112:0-2-8,0-3-01, 114:0-2-8.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.05 2-15 >999 360 MT20 220/195 ; TCDL 10.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.16 2-15 >999 240 BCLL 0.0 ` Rep Stress Incr YES WB 0.72 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code IBC20121TP12007 (Matrix) Weight: 180 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except BOT CHORD 2x4 OF No.2 2-0-0 oc purlins (6-0-0 max.): 4-6. WEBS 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 6-D-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS (Ib/size) 2=926/0-5-8 (min. 0-1-8), 11=1867/0-ns8 (min. 0-2-0),8=317/0-&8 (min. 0-1-8) Max Horz 2=105(1_C 6) Max UpIiR2=215(LC 8), 11=262(1_C 8), 8=-129(LC 8) Max Grav 2=949(LC 17), 11=1867(LC 1), 8=389(LC 18) l FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. . TOP CHORD 2-3=-1501/225, 3-4=810/179, 4-5=329/139, 5-6=-330/139, 6-7=45/847, 7-8=-104/369 BOT CHORD , 2-15=-116/1306, 14-15=-118/1302, 1314=-1/661, 12-13=349/142, 11-12=-348/143, 110-111=314/76,8-10=-310/78 WEBS 3-15=0/292, 314=693/140, 4-14=13/441, 4-13=-596/88, 5-13=259/74, 6-13=-131/1000, 6-11=-1482/216,7-1 1=-663/138, 7-10=0/268 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vint=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; 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 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 360 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 Ib uplift at joint 2, 262 Ib uplift at joint 11 and 129 Ib uplift at joint 8. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard'ANSIrrPI 1. 8) 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 BUTTE COUNTY BUILDING DIVISION. APPROVED January 28,2015 Q fvaxfvr.� ~1'>�.a>��r�as:Envs�r�sr� nxsanal rrvc��vMr>Fu��a�r€��rrr-�gza;�K.�/�e/z0a�,a� . Design valid for use only with Mnek 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 des finer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Satefy Inforr�aflo �pvailable from Truss Plate Institute. 1 1 N. lee Street, Suite 312 [� gx�gl�d�rp, VA 22 14. Citrus Heights, CA, 95610 M,So,rt'�Sf:4;�W. �.i9'd, :43f6�6S "IftA 9 _ V.B9 QSe,S>fSG3f�9�Jpz✓�WJ�RSSS Symbols Numbering System AGene-ra.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 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. x/1 6 2. Truss bracing must be designed by an engineer. For tnra individual lateral braces themselves j 2 3 wide spacing, TOP CHORDS may require bracing, or afiemative T,1, or Eliminator T bracing should be considered. T C1-2 WEBS 4 3. Never exceed the design loading shown and never Sz, stack materials on inadequately braced trusses. O �� 3 �r� 3 W 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U f a Oz designer, erection supervisor, property owner and plates 0-'n4' from outside a u U all other interested parties. edge of truss. p 5. Cut members to bear tightly against each other. c» 7 BOTTOM CHORDS 6. Place plates on each face of tans at each This symbol indicates the 8 7 6 5 tit and embed fully. Knots and wane at joint Writ 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 sholl 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 o non-structural consideration and u 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 tt. 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 atter truss member or plate without prior (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 bad 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 MetalW1 19. Review as portions of tills deign (front, back. words and �cfficie before use. Reviewing pictures alone Plate Connected Wood Truss Construction.MiTek ® 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 ro PERF0RA4" ANSIM 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 t FA_ Job Truss Truss Type Qty Ply Plashne TCLL 20.0 - TC 0.70 15.5-15 1s1111 R43698550 PTASHNE_B AH6 CAL HIP - - 1 1 - Scale = 1:69.1 WB 0.23 Horz(TL) 0.16 7 n/a n/a Job Reference (optional cnaeawr Homes, urovme, s,h npnoa SPACING 2-0-0 CSI r.aau s um zo zur s mi i ex mausmes, inc. rue uan zr ro:ss:uo zuro rage 1 (loc) I/deft L/d PLATES GRIP TCLL 20.0 ID: R6txcQGXRZl f3xNBn9F WW2zr5P6-SESZlxpjSRwUGFp_wGjdm3XGKjLbQ8aXhK7TkGzr3yy TC 0.70 15.5-15 1s1111 20.45 2 1 28-0.1038.0-0 2-0.0 7-11� 7610 0. 2 40.10 6 2 7810 7-11$ 2-0.0 ' - Scale = 1:69.1 WB 0.23 Horz(TL) 0.16 7 n/a n/a BCDL 10.0 5.o0 12 5x8 \\ a i " -� - LUMBER BRACING 5x6. r1 ri m a - axa — 1.5x4 II - 5x5 = - 3x8 = 5x6 = 1 &0. 7-11.8 15-5.152081 210 36.0.0 7-11-8 7810 S42 7810 7-11.8 LOADING (psf) st SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) -0.16 11 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.45 11-12 >938 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.16 7 n/a n/a BCDL 10.0 Code IBC2012rrP12007 (Matrix) Weight: 166 Ib FT 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, except BOT CHORD 2x4 OF No.2, 2-0-0 oc purlins (4-2-3 max.): 4-5. WEBS 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 1Q-0-0 oc bracing. WEBS 1 Row at midpt 3-11.6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer r Installation guide. REACTIONS (Ib/size) 2=1555/0-5-8 (min. 0-1-11), 7=1555/0-5-8 (min. 0-1-11) , Max Horz 2=117(LC 7) Max Uplift 2=303([_C 8), 7=-303(LC 8) . • k t FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2971/444, 3-4=2174/384, 4-5=1946/390, 5-6=2180/385, 6-7=2967/443 BOT CHORD 2-12=311/2647, 11-12=312/2643, 10-11=159/1908, 9-10=311/2638, 7-9=309/2643 _ BUTTE COUNTY WEBS - 3-12=0/338, 3-11=813/168, 4-11 =20/488, 5-10=-12/446, 6-10=783/163, 6-9=0/338 BUILDING DIVISION NOTES 1 1) unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-10 Vult=11 Om h 13 -second V d-87 h TCDL 4 2 f BCDL 4 2 f h-25ft' - �{ ®\/ - - N u g tl V gu ) as - mp , . ps , . ps , - , B-45ft, L=3 ,; eave-Sft, 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 3-64 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 Ib uplift at joint 2 and 303 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) 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 , r January 28,2015 QWARNTM-v�rify.az6igp�tglaa i,aaa32fnvlyo?�6At9A1rBANor 1?r %8f %+k Hrr747itrpK¢/Zy/�-01Q, FIJ�E 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 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding reel fabrication, quality control, storage. delivery, erection and bracing. consult ANSI/TPH Quality Criteria, DSB-89 and BCS1 Building Component 7777 Greenback Lane, Suite 109 Surety Infort�a"lio vailable from Tru Plate Institute, 181 N. Lee Sfreet, Suite 31 ex"qr�d VA 22314. Citrus Heights. CA, 95610 t1,3•ons yp �39IMdubes s i4 ir9 awv9iGAs�,�f4sa;v89��9?ya41 (a�rJ.�3i g 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 64-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ff-in-s'Ixteenirl (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 BCSL 6 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 attemative T, I, or Eliminator TT bracing should be considered. ci-z rem WEBS 4 3. Never exceed the design loading shown and never 4, stack materials on inadequately braced trusses. O �•� 3� 3 O 4. Provide copies of this tens design to the building For 4 x 2 orientation, locate U p a = designer, erection supervisor, property owner and interested plates 0 -'Ag' from outside a +' u U all ocher parties. edge of truss. — p S. Cut members to bear tightly against each other. c�z 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 locations by ANSI/TPI 1. required direction of slots in are regulated connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location detalls avollable 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. is 9. Unless expressly noted, this design not applicable for 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 ls the width measured perpendicular 4 NUMBERSAETTERS. 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, she, 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 pur5ns provided at output. Use 1, 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 ceiring is installed, unless otherwise noted. BEARING Indicates location where bearings 15. Connections not shown are the responsibility of others. 16. Do not cut or atter 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 to portions of se design ifront. back, words °� 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 PERFORP4" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 106'08 Job - Truss Truss Type SPACING 2-0-0 Ply Pleshne r.••ou n .rm m cu w mi i eR umusurcs, niu. i ue van a ro:oa:ur a m rage i 1 • TCLL 20.0 Plates Increase 1.25 lCty Vert(LL) -0.11 17 >999 360 R43699551 PTASHNE_B AK1 ; CAL. HIP 1 1 136-2 Rep Stress Ina NO 17-7-14 - 21-9-8 26.3.5 3, 5 3 1 ob Refe ce o do al „moo.,., .,,.,,,00. .., w,,o, .... oa�� LOADING (psf) SPACING 2-0-0 CSI r.••ou n .rm m cu w mi i eR umusurcs, niu. i ue van a ro:oa:ur a m rage i 1 • TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.11 17 >999 360 - `- MT20 220/195 TCDL 10.0 ID: R6txcQGXRZI f3xN Bn7F W W2zr5P6-2dZJjdrz_2ACVZzN 1 hm5rUde_W6JuwQgBdUZoBzr3yw • -2-0-0 5515 511-11 14-9 136-2 Rep Stress Ina NO 17-7-14 - 21-9-8 26.3.5 3, 5 3 1 36-00 3&0-0 2-0.0 - 5515 1 2 3-4-14 41-10 TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly 41-10 41-10 •. 4.513 39-0 0• 2 SS15 2.0 4-6-8 oc bracing: 13-14. ' . 1 ek recommends that Stabilizers and required cross bracing [7binstalled during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 2=1431/0-5-8 (min. 0-1-8), 10=691/0.5-8 (min. D-1-8),4=3468/ 5-8 (min. 0-3-12) Max Horz 2=51(LC 6) Max Uplift2=337(LC 8), 10=182(LC 8), 14=728(LC 8) f r Scale = 1:69.1 4 Max Grav2=1435(LC 17), 10=700(LC 18), 14=3493(LC 15)' + BUTTE COUNTY FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 13 U I j N Oi TOP CHORD 2-3=-2788/573, 3-4=3002/674, 4-5=2990/666, 56=329/99, 6.7=-329/99, 7$=75/363, LD DIVISION 8-9=-71/372, 9-10=918/182 BOT CHORD 2-18=-444/2551, 17-18=-451/2537, 1 6-1 7=-4 2812 31 5, 15-16=-428/2315, 14-15=-2630/600, P P R OV E 13-14=2630/600,12-13=-1 12/776,10-12=105nW WEBS 3=18=0/297, 3-17=163/698, 4-17=576/223; 517=165/794, 5-16=0/268, 515=2272/476, 6 -15= -434/i84,7 -15=678/3282.7-14=3142t757.7-13=536/2578. 8-13=-472/212,9-13=-1238/239,9-12=0/315 ' 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=36ft; eave=5ft; Cat. ll; (i��ss/O� •, 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 41 t NK0 y q�`•, 3) Provide adequate drainage to prevent water ponding. .4) This truss has been designed fora 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 60 7628 fit between the bottom chord and any other members. _ a=L, Q 6) A plate rating reduction of 20% has been applied for the green lumber members. FR I1/2 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 337 Ib uplift at joint 2, 182 Ib uplift at joint 10 1 -0W ' and 728 Ib uplift at joint 14'' and 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1: 9) Girder carries hip end with 6-0-0 end setback. 5rJ(j/!► 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 352 Ib down and 132 Ib up at 30-4-0, and 352 Ib down and 132 Ib up at 58-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. _ : ) January 28,2015 . 5.00 12 5x8 = 1.5x4 II 3x10 = .... j. "5x5 =, 5x12 = • 1.5x4 II 5x8 = , ' 3 ♦ 4 19 ?20 621 7 - 22 •. 23 8 9, 2. • '10' -•. . gg 16 . 24 17 • 16 15 25 14 13 -.12r 26J 4x5 • '+ 2x4 I I 4x8 = 8x8 = ,. 5x12 — 8x8 ,+ 5x10 = - 2x4 I I / , r” •� Plate Offsets (X,Y): 16:0-2-8.0-3-01. [14:0-4-0,0-4-81. [16:0-4-0,0-4-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defy Ud PLATES GRIP • TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.11 17 >999 360 - `- MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.43 Vert(TL) . -0.33 16-17 >776 240 - BCLL0.0 Rep Stress Ina NO WB 0.72. Horz(TL) 0.04 14 n/a n/a BCDL , 10.0 Code ISC2012/TP12007 (Matrix) Weight: 188 Ib FT = 20% LUMBER ' BRACING ' + TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-3 oc purlins, except BOT CHORD 2x6 OF No.2 G 2-0-0 oc purlins (3-5-2 max.): 3-9. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: ' 4-7-1 oc bracing: 14-15 4-6-8 oc bracing: 13-14. ' . 1 ek recommends that Stabilizers and required cross bracing [7binstalled during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 2=1431/0-5-8 (min. 0-1-8), 10=691/0.5-8 (min. D-1-8),4=3468/ 5-8 (min. 0-3-12) Max Horz 2=51(LC 6) Max Uplift2=337(LC 8), 10=182(LC 8), 14=728(LC 8) f r 4 Max Grav2=1435(LC 17), 10=700(LC 18), 14=3493(LC 15)' + BUTTE COUNTY FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 13 U I j N Oi TOP CHORD 2-3=-2788/573, 3-4=3002/674, 4-5=2990/666, 56=329/99, 6.7=-329/99, 7$=75/363, LD DIVISION 8-9=-71/372, 9-10=918/182 BOT CHORD 2-18=-444/2551, 17-18=-451/2537, 1 6-1 7=-4 2812 31 5, 15-16=-428/2315, 14-15=-2630/600, P P R OV E 13-14=2630/600,12-13=-1 12/776,10-12=105nW WEBS 3=18=0/297, 3-17=163/698, 4-17=576/223; 517=165/794, 5-16=0/268, 515=2272/476, 6 -15= -434/i84,7 -15=678/3282.7-14=3142t757.7-13=536/2578. 8-13=-472/212,9-13=-1238/239,9-12=0/315 ' 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=36ft; eave=5ft; Cat. ll; (i��ss/O� •, 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 41 t NK0 y q�`•, 3) Provide adequate drainage to prevent water ponding. .4) This truss has been designed fora 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 60 7628 fit between the bottom chord and any other members. _ a=L, Q 6) A plate rating reduction of 20% has been applied for the green lumber members. FR I1/2 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 337 Ib uplift at joint 2, 182 Ib uplift at joint 10 1 -0W ' and 728 Ib uplift at joint 14'' and 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1: 9) Girder carries hip end with 6-0-0 end setback. 5rJ(j/!► 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 352 Ib down and 132 Ib up at 30-4-0, and 352 Ib down and 132 Ib up at 58-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. _ : ) January 28,2015 Q WARNF+Ki de�!9? i s ao4l AflNO?�6QN m16�tntA (NP#QFA1diJF1fRF�f Fit SA( Hsi Will 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 bulldirg 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 r 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 Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane, Suite 109 Safety Intormatloq� available from Truss Plate Institute, 781 N. Lee Street, uite 312, �AlexvMa o'o . VA 22314. Citrus'Helghts, CA, 95610 pU3tylnloo,R F�U3lnrl�CprilN9f +tbBMsiGOwk+Ssota4tsRsit 9SlPs/ssn36jALeK i 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. 6-4-8 dimensions shown in N -;n -sixteenths Damage or Personal Injury Dimensions are in ft-in-s'udeenths. (Drawings not to scale) 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. �46 2. Tebracing must be designed by an engineer. For m tnra Individual lateral braces themselves j 2 3 wide spacing, TOP CHORDS may require bracing, or altemative T, I, or Eliminator T bracing should be considered. T ci-s cza WEBS 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O u �• ; �r� 3r4. Provide copies of this inns design to the building For 4 x 2 orientation, locate U designer, erection supervisor, property owner and interested plates 0 -'Ag' from outside a u U aU other parties. edge of truss. p 5. Cut members to bear tightly against each other. cr BOTTOM CHORDS 6. Place plates on each face of inns at each This Symbol indicates the 8 7 6 5 oint and embed fuM. Knots and wane at joint 3oca11ons by ANSI/TPI I. required direction of slots in are regulated connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MtTek 20/20 software Or upon r@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 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 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 ai 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 If. 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 MiTekO All Rights Reserved approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. (♦� p 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 all portions of this design (front: back. words and before use. Reviewing pictures alone and pictures) 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 >rO PERFORM" ANSWI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MR -7473 rev. 14'08 Job Truss Truss Type Qty Ply Plashne ' 843699551 PTASHNE_B AAM CAL. HIP 1 1 Job Reference o tonal Endeavor Homes, Croville, CA 95965 7.430 s Jul 25 2013 MITek Industries, Inc. Tue Jen 27 16:33:07 2015 Page 2 ID: R6txcQGXRZl f3xN Bn7F W W2zr5P6-2dZJjdrz_2ACVZzN l hmSrUde_W6JuwQgBdUZo8zr3yw. , NOTES 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front'(F) or back (B). . LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 3-9=-113, 9-11=-60, 2-10=38(F=18) . F` Concentrated Loads (lb) i Vert: 3=270 9=270 1 ' , 1 y 1 BUTTE COUNTV BUILDING DIVISION A� ®V WARNING way 0"A "M'WstA,9h�?FaSI:1197J7isxv1fiQ lWMT;WRFS£RFS�t RMEMif-747t1RK.¢/Z9�1-0.4d, Ed1S€ Design valid for use only with MOek connectors. This design Is based only upon parameters shown, and is for an individual building component. 1 Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown 9sJlJ l� 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 Quality Criteria, DSO -89 and SCSI Building Component 7777 Greenback Lane, Suite 109 �9, Safety Into alio vailable from Truss Plate Institute. 781 N. Lee Street, uite 3124% d'VA 22314. Citrus Heights, CA, 95610 dsa r>aa,,aa,tr. a g►�s 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 dmensons shown in ft4n-sixteenths u Damage or Personal In 9 Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for tura system, e.g. and fully embed teeth. diagonal or x-bracing. Is always required. See BCSI. -'iib 2. Truss bracing must be designed by an engineer. For tura individual lateral braces themselves j 2 3 wide spacing, TOP CHORDS may require bracing, or attemative T, I, or Eliminator T should be considered. ibracing i ci-s r1� WEBS 4 3. Never exceed the design boding shown and never p 4, stack materials on inadequately braced trusses. O ��� ; rry� ; O= 4. Provide copies of this teas design to the building For 4 X 2 Orientation, locate U f, a designer, erection supervisor, property owner and interested plates 0- W' from outside CL v U alt ocher parties. edge of truss. 5. Cut members to bear tightly against each other. cry 7O BOTTOM CHORDS 6. Place plates on each face of inns at each This symbol indicates the 8 7 6 5 and embed fully. Knots and wane at joint locations by ANSI/TPI 1. locations o required direction of slots in are regulated connector plates. 7. Design assumes teases will be suitably protected from the environment in accord with ANSIM 1. Plate location detalls 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 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 NUMBERS/LETTERS. 10. Camber is o non-structural consideration and is the width measured perpendicular 4 4 responsibility of buss 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, 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 15. Connections not shown are the responsibility of others. 16. Do not cut or atter teas member or plate without prior (supports) occur. Icons vary but C 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 to resportions of this design (front, back, words before use. Reviewing pictures alone and gcfficient. 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, r, POWER 1P0 PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type Qty Ply Ptashne PLATES GRIP Plates Increase 1.25 TC 0.56 Vert(LL) -0.18 12-13 843699552 PTASHNE_B AK2 CAL HIP 1 1 -0.48 12-13 >794 240 _ Rep Stress Incr YES WB 0.51 Job Reference o 'o a tnaeavor homes, urowae, cv. sosba r.auu s dui zb zur a -. ex mausmes, mc. i ue den [r io:ao:ua zum rage r ID: R6txcQGXRZI f3xNBn7F W W2zr5P6-Wp7ixzsclM137jYZbPH KOh9ojwPCdRwzN H E7Kbzr3yv -2-0-0 7-5-15 7-11-11 146-0 21$0 28-0-5 2 1 31-34 36.0-0 3&0.0 2-0.0 7-515 0. 2 6-65 7-0.1 6$5 0. 2 3-3-3 42.12 2.0.0 ' Scale = 1:69.1 5x8 ' \\ 5.00 12 3 �1 1.5x4 II c n 4 5x8 = 5x8 '5 n 6 7-S1s i21$0 28$1 31-9-4 1 38-0-0 I 7-515 7-0.1 7-0.1 7$1 3.3-3 42-12 15:0.4-0.0-3-01. 18:0-2-8. Edael. 112:0-2-8.0.3-41. 113:0-4-0.0-3-01 LOADING (psf) TCLL 20.0 TCDL10.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 SPACING 2-0-0 CSI DEFL in floc) Well L/d PLATES GRIP Plates Increase 1.25 TC 0.56 Vert(LL) -0.18 12-13 >999 360 MT20 220/195 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.48 12-13 >794 240 Rep Stress Incr YES WB 0.51 Horz(TL) 0.10 10 n/a n/a Code IBC2012/TPI2007 (Matrix) Weight: 158 Ib FT = 20% BRACING TOP CHORD BOTCHORD WEBS REACTIONS (Ib/size) 2=1297/0-5-8 (min. 0-1-8), 0=2300/ 5-8 (min. 0-2-7), 8=486/0.5-8 (min. D-1-8) Max Horz 2=64(LC 7) Max Uplift 2=267(!_C 8), 10-316(LC 8), 8= 4(LC 13) Max Grav 2=1297(LC 1), 10=2300(LC 1), 8=41(LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2339/352, 34=2798/482, 4-5=2792/479, 5-6=326/113, 6-7=387i106, 7-8=-261/1952 BOT CHORD 2-14=227/2069, 13-14=230/2060, 12-13=279/2227, 11-12=279/2227, 1D-11=-1741/300, 8-10=17411/300 WEBS 3-14=0/311, 3-13=137/943, 413=485/149, 5-13=-82/617, 5-12=0/291, 511=-2091/318, 7-11=334/2356, 7-10=2213/348 Structural wood sheathing directly applied or 3-4-15 oc purlins, except 2-0-0 oc purlins (3-4-2 max.): 3-6. Rigid ceiling directly applied or 4-7-14 oc bracing. 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required Cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. �. BUTTE COUNTY BUILDING DIVISION APPROVE® 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=36ft; eave=5ft; 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 chard 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 Ib uplift at joint 2, 316 Ib uplift at joint 10 and 494 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) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard k. 9Of5sipk Nl4`;y `F , LU 76428 FXV' 03912 1 � January 28,2015 QWARNFN54mtff4e09n,yar "it;dnd>Rfi± WASON#iNBttFD=4fDTA•W KMAI-W PA6E•blit•747,Bgex.1119101AWfd3Rf•(ASE 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 ANSIAPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safely Informatlo - gvaliable from Truss Plate Institute. 781 N. Lee Street• suite 312 A ex Aria, VA 22314. Citrus Heights, CA, 95610 gsbr+fie.a�9ns��we,wisseefaties4atso�o4[9�Mos�eAOass•>e o1913byJbtSi Symbols Numbering System AGene'ra.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 f14n-sixteenths Damage or Personal Injury Dimensions are in It4n-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. -'n 6 6 irriust enineer. For 2 Truss truss n dividual laterdesined al braces themselves 1 2 3 widespacing, TOP CHORDS may require bracing, or altemative T, I, or Ordnator m bracing should be considered. cr-2 Cb3 WEBS 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O �• ; �r� ; 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate O a = designer, erection supervisor, property owner and plates 0-'Al' from outside a +' u U all other interested parties. edge of truss. p S. Cut members to bear tightly against each other. r0 c� BOTTOM CHORDS 6. Place plates on each face of tens at each This symbol indicates the 8 7 6 5joint 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 I. ' 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 10. Comber Is a non-structural consideration and is the width measured perpendicular 4 v NUMBERS/LETTERS. responsibility of truss fabricator. General practice B 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 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 ff. spacing, or less, it 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 (supports) occur. Icons vary but �F6 © 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 Iml environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review to portions or this design ing pi back. words a� pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. ® 1s 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 TO PERFORbL" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. Engineering Reference Sheet: MII-7473 rev. 10 MTek 08 ' Job Truss Truss Type CSI Ply Ptashne84PTASHNE I/dell Ud PLATES GRIP ry Plates Increase 1.25 B AK3 CAL HIP 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) Job Refe e ce o t'o al Endeavor Homes, Oroville, CA 95965 7.430 s Jul 25 2013 MITek Industrles, Inc. Tue Jan 27 16:33:09 2015 Page 1 ID: R6txcQGXRZI f3xNBn7F W W2zr5P6-_Oh4BJsE WtOwkt7186oZwvi9DKobMoa7cxzgtl zr3yu -2-0.0 4-11.6 9.5-15 9-11-11 1b2-0 20.10.0 26.0.5 2 1 31-9-4 36-0-0 38-D-0 2-0.0 411-6 4810 0. 2 5-2-5 1 5.2-5 13102 5.33 42-12 2.0.0 Scale a 1:69.1 5x8 = 5x5 = 3x8 = . 5x6 5.00 114 4 17 18 5 6 19 20 7 _ 3x4 4x5 C 3 8 2 9 1 1 3x5 = 16 15 14 13 12 U1.5x 3x5 = 1.5x4 II 3x4 = 5x8 = 1.5x4 II 6x8 = II LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.13 14 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.33 14-15 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.87 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 171 Ib FT = 20% LUMBER TOP CHORD 2x4 OF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING TOP CHORD BOTCHORD REACTIONS (Ib/size) 2=1336/0-5-8 (min. 0.1-8),1=195? 0-5-8 (min. 0-2-1), 9=176/0-5-8 (min. 0-1-8) Max Horz 2=77(LC 7) Max Upli112=273(1_C 8), 11 =264(1_C 8), 9=-220(LC 13) Max Grav 2=1336(LC 1), 11=1951(LC 1), 9=4(LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2512/365, 3-4=2144/360, 4-5=2332/422, 5-6=2326/419, 6-7=996/226, 7-8=-1133/219, 8-9=-142/1169 BOTCHORD 2-16=256/2240,15-16=256/2240,14-15=201/1924, 13-14=228/2015, 12-13=-228/2015, 11-12=1019/187, 9-11=1019/187 WEBS 3-15=391/61, 4-15=0/328, 4-14=-84/607, 5-14=406/128, 6-14=-49/378, 6-12=-1229/183, 8-12=-280/2131, 8-11=-1847/314 Structural wood sheathing directly applied or 3-9-12 oc purlins, except 2-0-0 oc purlins (3-11-2 max.): 4-7. Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0oc bracing: 11-12,9-11. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=36ft; eave=5ft; 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 273 Ib uplift at joint 2, 264 Ib uplift at joint 11 and 220 Ib uplift at joint 9. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) 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 BUTTE COUNT` BUILDING DIVISION APPROVED ,601IN14 w v 76428 �r cv eek EXR ., i OF January 28,2015 r 4LWARWjf9Cf WyQ"afW+"risWRWAVABQNPASAN0(AUXIkjklff3FffRf1V{ RAGENTH471+1'K.Q�29I2-044, 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 stabilhy during constrvction 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 Criteria, DSB-89 and BCSI Bu9ding Component 7777 Greenback Lane, Suite 109 Safely Inlortnalloqq�� GGvagable horn Trvss Plote Institute. 7 1 N. Lee Street, uite 31 ez drf'a VA 212,3)4. Citrus Heights, CA, 95610 MSorS�eao 9,l�Isdllacabp fDvs }p0i4�e,A_1 9.i ". 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. 6-4-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury 9 J ry Dimensions are in ff-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. O A 6 2. Taus bracing must be designed by an engineer. For truss individual lateral braces themselves 1 2 3 wide spacing, TOP CHORDS may require bracing, or altemative T, I, or Eliminator bracing should be considered. T T ci-2 cz� — 4 3. Never exceed the design loading shown and never WEBS 0 Sz, stack materials on Inadequately braced trusses. O �•� ;y� 3 0 4. Provide copies of this thus design to the building For 4 x 2 Orientation, locate U designer, erection supervisor, property owner and interested plates ()-'Ag' from outside a �'°� cat alt other parties. edge of truss. 0 p 5. Cut members to bear tightly against each other. C7-8 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the .g 7 6 5 Cationsand embed fully. Knots and wane at joint 1. required direction of slots in locare regulated by ANSI/TPI connector plates. 7. Design assumes muses will be suitably protected from the environment in accord with ANSI/TPI 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 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 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 purGru 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 tt. 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 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 olhenMse. s� ® 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. ® 1s not sufficient. DSB-89: Design Standard for Bracing. MiTek Building Component Safety Information, 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: M5-7473 rev. 106'08 I r: Job Truss Truss Type aty Ply Ptashne Plate Offsets (X,Y): [11:0-3-0.0-3-01.[13:0-2-8.0-3-01 LOADING (psf) Rd3699554 PTASHNE_B AKd CAL HIP 1 1 TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.11 12-13 >999 360 Job Reference (a do a ....... Homes, vrowae, t./i aaaba /.4Js JUI Zb ZUl J MI ex InaUsines, Inc. I ue Jan zr 1b:JJ:la 2015 rage 1 ID:R6txc0GXRZ1f3xNBn7FWv\2zr5P6-SCFSMftsHzYnMI ixipJoT6F9jk685NFGrbjEPTzr3yt -2-0-0 511-6 11-515 11-11 11 1&0.0 240.5 24,60 31-9-4 36.0 g 38.0.0 2-0.0 S11$ 56-10 0. 2 6-0.5 6.0.5 0. 2 7-3-3 - 42-12 2.0 • - _ - - Seale = 1:68.0 5x8 \\ - 1.5x4 I I • �. 5x8 55111.6 1S105 6.6.10 I4321.6 78 Plate Offsets (X,Y): [11:0-3-0.0-3-01.[13:0-2-8.0-3-01 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.11 12-13 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.31 12-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES W3 0.33 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight: 169 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except BOT CHORD 2x4 DF No.2 2-0-0 oc purlins (4-1-9 max.): 4-6. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationguide, REACTIONS (Ib/size) 2=1362/0-5-8 (min. 0-1-8), 10=1720/0-5-8 (min. 0-1-13), 8=29/0-5-8 (min. 0-1-8) Max Horz 2=911(1_C 6) Max Uplift 2=277([_C 8), 10-234(1_C 8), 8=-124(LC 17) " Max Grav 2=1362(LC 1), 10=1720(LC 1), 8=74(LC 18) FORCES (]b) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD8=65580/3879, 3-4=2046/354, 4-5=1968/376, 5-6=1968/376, 6-7=1505/270, COUNTY BUTTE BOTCHORD 2-14=263/2279, 13-14=263/2279, 12-13=175/1820, 11-12=112/1332, 10-11=-495/108, BUILDING DIVISION 8-10=-495/108 WEBS 3-13=-497/97, 413=0/404, 4-12=-49/330, 5-12=-492/141, 6-12=109/879, �y ir� 6-1 1=318/112,7-1 1=-219/1862, 7-10=1 ®, 9P \M�604/302 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=36ft; eave=5ft; 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 lost 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 277 Ib uplift at joint 2, 234 Ib uplift at joint 10 and 124 Ib'uplift at joint 8. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. 8) 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 January 28,2015 fY 0 P proper Incorporation of component is responsibility of building Q w,awasYu�s ..afy.�ea�gA pa a 1,� anar?Eays�7?�stBafro tv�f�xrr�tFacstprtr �4�a+eK.4/�9/pop a,aa Design valid for use only vdth PA'Tek connectors. This design is based only upon parameters shown, and is for an Individual building component. ' Applicability of design parameters and g 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 responsibility 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/IPII Quality Cd erla, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Informatio9� Gvoilable from Tru s Plate Institute. 7 I N. Lee Street. $ufte 31 exgl�drta, VA 22j14. Citrus Heights, -CA, 95610 td.Sar 1St4�d4s5<a3911htrpRbtJ iRO@d dBV�wAM�3KA?llAs8,4}iiKl '891b/�.iJz . 4y1a . 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 crimenaons 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 SCSI. - i n 2. Tem bracing must be designed by an engineer. For tens Individual lateral braces themselves 6 1 2 3 wide spacing, TOP CHORDS may require bracing, or alternative T. I, or Eliminator bracing should be considered. CI -2 C2J _ WEBS 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O�•� ; �r� 3 4. Provide copies of this inns design to the building For 4 x 2 orientation, locate U a designer, erection supervisor, property owner and plates 0 -'Ad' from outside a all other interested parties. edge of truss. 5. Cut members to bear tightly against each other. cr 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 tenses will be suitably protected from the environment in accord with ANSVTPI 1. ' Plate location details available In MfTek 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 K a nonstructural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of inns 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, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided a1 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, 9 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. Consull with Mal project engineer before use. Industry Standards: ANSI/TPI l : National Design Specification for Metal 19. Review a0 portions of this design ihont, back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. ® 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 1P0 PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. Mitek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type Ory CSI Ptashne (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 843699555 PTASHNE B AK5 CAL HIP 1 JPly 1 Vert(TL) 428 15-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 JobReference o do a �,�,,, .+,..., , •.n o�ov� m <o <v is mi i es mausmes, mc. i ue - a io:aa: , -o rage r ID:R6txcQGXRZI f3xNBn7FW W2zr5P6-wOpgZ?uU2Hhe_AH8GXq 1?KnLC8R WgnYQ3FSnxwzr3ys -2-0-0 E-11� 135.15 13-1111 18-0.0 22-0.5 2 1 27-33 1 31-9-0 36-0.0 3&0.0 2-0-0 6-11_ 6810 0. 2 40.5 _ 40.5 0. 2 412 4E-1 42-12 2-0.0 r , Scale = 1:69.1 5.00 12 5x8 \\ 1.5x4 II - 5x8 = ` 1,0 8-11-(3 13.515 18-0-0 ' 22.1 27-3-3 31-9-4 38-0-0 a 0I Plate offsets (X.Y): [3:0-3-0.0-3-0t. 18:0-2-4.0-3-01. [13:0-2-8.0-3-01 [15:0-2-8.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.10 15-16 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) 428 15-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.08 11 n/a n/a BCDL 10.0 Code IBC2012rrP12007 (Matrix) Weight: 182 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except BOT CHORD, 2x4 DF No.2 2-0-0 oc purlins (4-8-9 max.): 4-6. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12.9-11. Tekcommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ' , Installation Ade. REACTIONS (Ib/size) 2=1349/0-5-8 (min. 0-1-8), 111=1830/0 5.8 (min. 0-1-115),9=6810-5-8 (min. 0-1-8) Max Horz 2=105(LC 7) Max Upl•Ift2=276(LC 8), 11=244(1-C 8), 9=-212(LC 17) Max Grav 2=1349(LC 1), 11=1830(LC 1), 9=7(LC 18) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2497/377, 3-4=1829/334, 4-5=1605/335, 5-6=1605/335, 6-7=1438/290, 7-8=-1113/221, 8-9=103/929 �,- BUTTE COUI V p 1• /1 5, 1415=133/1603, 13-14=88/1281, 12-13=83/979, BOT CHORD 2-162 255//'40, 6 BUILDING DIVISION 9-1 1 801 154 WEBS 3-16=0/288, 3-15=664/135, 415=12/438, 5-14=-355/95, 6-14=-75/602, 7-13=15/445, 7-12=-625/131, 8-12=-241/1836, 8-11=1732/292 ®V ® NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 Ib uplift at joint 2, 244 Ib uplift at joint.l l and 212 Ib uplift at joint 9. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) 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 p1�pf HSI,— N10`iyq�& �X�' 42I3112�16 , - OF January 28,2015 14Wlt!WfM,vegtyOaWPwWamsWs2FAvrf ASOfiXN,tfAnroRa4r=-KT=WAGE,/Jrf•7411ilayI/c9/241AA IEr1Sf 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 S 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 ANSIITP11 Quality Criferlo, DSB-89 and SCSI Building Component 7777 Greenback Lane, Suite 109 Safety Infonnatiorwvailable from Truss Plate Institute, 781 N. Lee Street, uite 312W)ex VA 22314. Citrus Heights, CA, 95610 MSo.ttod9ns1I7t*+cobp�yahe.�bsa+uedtst EffiO1Jz9.13la�rRtSi 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 64-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft-in-s'lxteenths. (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 BCSI. X46 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 alternative T, I, or Eliminator bracing should be considered. T ci-s C2 -3T WEBSNC4 3. Never exceed the design loadingshown and never 0stack materials on inadequately braced trusses. OO 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate U designer, erection supervisor, property owner and interested plates 0 -'Aa' from outside rz rJ all other parties. edge of truss. 5. Cut members to bear tightly against each other. cry C6 -7p BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the6 8 7 5 oint and embed fully. Knots and wane at joint =tions required direction of slots in 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 MRek 20/20 SOttWCf@ Or 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 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 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 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 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 (supports) occur. icons vary but C 2006 MTek® All Rights Reserved 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 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 aro PERFORM.' ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate ` Connected Wood Trusses. MTek Engineering Reference Sheet: MI1--7473 rev. IG208 Job Truss Truss Type QtyPly Ptashne SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 R43699566 PTASHNE_B AK6 CAL HIP 1 1 BC 0.65 Vert(TL) -0.30 13-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 ob Reference o t'o al tnaeawr Homes, oromne, cA webs r.43u s out zb zut 3 Mn ex maustnes, mc. i ue dan zr ib:33:iz zuib Nage 1 ID:R6txcQGXRZl f3xNBn?FW W2zr5P6-0bNCmKv6papVbKsKgELGYXKTLX15ZHdZlvCKTMzr3yr 7-11-6 15515 151111 20.0.5 20-60 26-3-3 31-9-4 360.0 38-0.0 - 2-0.0 7-111 7$10 0. 2 40-10 0. 2 59-2 5-61 42-12 2-0.0 Scale = 1:69.1 5x8 5.00 12 5x6 . i7-111 i 15515 20-61 263-3 31 -ti -4 I 360-0 1 7-111 7810 sat 59-2 561 42-12 Plate Offsets MY): [3:0-40,0-3-01. 17:0-2-8,0-3-01. [11:0-2-8,0-3-01. [13:0-2-8.113-0t LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.10 14 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.30 13-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.08 10 , n/a n/a BCDL 10.0 Code IBC2012/rP12007 (Matrix) Weight: 175 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except BOT CHORD 2x4 DF No.2 2-0-0 oc purlins (5-1-8 max.): 45. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Ade. REACTIONS (Ib/size) 2=1357/0-5-8 (min. 0-1-8), 10=1763/0-5-8 (min. 0-1-14), 8=9/0-58 (min. 0-1-8) Max Horz 2=117(LC 7) Max Uplift 2=277(1_C 8), 10=-236(LC 8), 8=-119(LC 17) Max Grav 2=1357(LC 1), 10=1763(LC 1), 8=72(LC 18) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BUTTE COUNTY TOPCHORD 2-3=-2473/378, 3.4=1670/317, 4-5=-1307/302, 56=-1470/299, 6-7=1327/250, BUILDING DIVISION BOTCHORD 2-14-8249/2191, 13-14=251/2186, 12-13=97/1444, 11-12=102/1168,10-11=571/119, 8-10=653/133 WEBS 314=0/337, 3-13=819/1 4 69, 13=17/502, 412=-339/36, 512=6/272, 6-11=481/124, APPROVED 7-11=234/1836, 7-10=1661/289 NOTES Y 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=36ft; eave=5ft; 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. N1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Q 7 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. 6) Provide bearing 277 Ib mechanical connection (by others) of truss to plate capable of withstanding uplift at joint 2, 236 Ib uplift at joint 10 w U %528 and 119 Ib uplift at joint 8.br lid Q 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical representation does depict the the the the top bottom EX 42!34/2946 purlin not size or orientation of purlin along and/or chord. LOAD CASE(S) Standard January 28,2015 Q wawva r v,ire.aea�ys a�asr avAVMON?N. $livor +orv?�r�ssf� rncr�:urr �aza,eK.!/�9/�daa,ar us€ Design valid for use only Wth Miliek connectors. This design is based only upon parameters shown, and is for ari individual building component. AAA 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/TPll Quatfly Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane. Suite 109 Safety Inlormatiog-liable from Truss Plate Institute, 7 I N. Lee Street, $ulte 312 [ exondr VV�A� 4. Citrus Heights, CA, 95610 d6wsirS4Ga94rS)f3P$*xobaklis63 ®e,+!1oBRgq$o _ w9?rR4tF.4# 9g')p��//a�vt1•$S 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. 6-4-8 dimensions shown in 1`114n-sixteenthsDamage 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 atwbys required. See BCSL 0.11 /16 2. Truss bracing must be designed by an engineer. For truss Individual lateral braces themselves j 2 3 wide spacing, TOP CHORDS may require bracing, or alternative 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 stack materials on inadequately braced trusses. O �� ; �i� ; 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locateU a = designer, erection supervisor, property owner and plates 0 -'Ag' from outside a- +' u U all ocher interested parties. edge of truss. Or ail 5. Cut members to bear tightly against each other. cry 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 I. required direction of slots in ocations are regulated by ANSI/TPI connector plates. 7. Design assumes trines will be suitably protected from the environment in accord with ANSI/FPI 1. ' Plate location details available In MITek 20/20 software W upon r@QUCit. 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 fie, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -E$ 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 atter truss member or plate without prior Ono (supports) occur. Icons vary but C 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 aA portions of this design (front, back. words ond pictures( before use. Reviewing pictures alone Plate Connected Wood Truss Construction.M is not sufficient. DSB-89: Design Standard for Bracing. Ile �® BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, - POWER M PERFORM.' ANSWI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10}'08 Job Truss Truss Type Qty Ply Ptasnne PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.06 2-4 >999 360 843699557 PTASHNE B J1 JACK 4 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Job Reference (optional) 2x4 . s 6.0.0 6.0-0 ' LOADING (psf), SPACING 2-0-0 CSI DEFL In .(Ioc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.06 2-4 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.16 2-4 >447 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 14 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 DF No.2 BOT CHORD Rigid ceiling directly applied or 1D -D-0 oc bracing. • MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=305/0-5-8 (min. 0-1-8), 4=59/Mechanical, 3=-10/Mechanical - ' Max Horz 2=60(LC 8) Endeavor Homes, Orovllle. CA 95965 - 7.430 s Jul 25 2013 MITek Industries. Inc. Tue Jan 27 16:33:13 2015 Page 1 C BUTTE COUNTY FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BUILDING DIVISION ID: R6txcDGXRZI f3xN Bn?F W W2zr5P6-snwa_gwkZuxMDU R WNytV5lsknxAglpBiXZxu0ozr3yq -2-0.0 APPROVED - Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate '. 2-0-0 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other loads. - r Scale = 1:15.8 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 Ib uplift at joint 2 and 10 Ib uplift at joint I 5.00 •12 LOAD CASE(S) Standard .. N19 • 76428 16 �� •vim cIV1- • January 28.2015 - - 4 .. .. 1 • 4 2x4 . s 6.0.0 6.0-0 ' LOADING (psf), SPACING 2-0-0 CSI DEFL In .(Ioc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.06 2-4 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.16 2-4 >447 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 14 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 DF No.2 BOT CHORD Rigid ceiling directly applied or 1D -D-0 oc bracing. • MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=305/0-5-8 (min. 0-1-8), 4=59/Mechanical, 3=-10/Mechanical - ' Max Horz 2=60(LC 8) Max Uplift1 2=10(LC 8), 3=-10(LC 1) Max Grav 2=305(LC 1), 4=118(LC 3), 3=22(LC 8) C BUTTE COUNTY FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BUILDING DIVISION NOTES 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 8=45fl; L=24fl; eave=oft; Cat. II; APPROVED - 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 loads. 3) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit 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 110 Ib uplift at joint 2 and 10 Ib uplift at joint 3. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard -- N19 • 76428 •- . �� •vim cIV1- • January 28.2015 QWAswdNCy•v�ri}N.kt�q?paralaapJRFAtltkn?F�ANA1f,8A.NOf1MRllOFAUI���?F1@pEF'A6fi?if•7477+eK.>!/�9/1o4Q6EfS�.tl•SE Q , ',,' - Design valid for use only with MTek connectors. This design is based only upon parameters shown. and is for an Individual building component. C 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 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safey Informatio?A available from Truss Plate Institute. 181 N. lee Street, vtfe 312 [ ex d fa, VA 22' I d Citrus Heights, CA; 95610 asarat-;4irr1S�FYI b--W95w d,`TA949-00q ON"w9CwtT `�PBfa{+'493')i01�i1.l�a�A6�.. Symbols Numbering System AGene-ra.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 ff-in-sWeenths 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 atwbys required. See BCSI. /16 2. Tens bracing must be designed by an engineer. For individual lateral braces themselves 1 2 3 wide truss spacing, TOP CHORDS may require bracing, or alternative T, I, or Eliminator bracing should be considered. T r i ci rte WEBS 4 3. Never exceed the design loading shown and never 4, stack materials on inadequately braced trusses. O �•� ;� 3 O 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 ()-'AJ' from outside ' 0- +' u U all other parties. edge of truss. p 5. Cut members to bear tightly against each other. 00 cr F 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 3ocatiom 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 available In MITek 20/20 SOthNaf@ 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 THE LEFT. 9. Unless expressly noted, this design is not applicable for PLATE SIZE use with re retardant, preservative treated or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is o nonstructural consideration and is the width measured perpendicular 4 4 NUMBERSAETTERS. 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 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 H. 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 alter thus member or plate without prior (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. �� ® 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 a of this design (front, back words and pictures) before use: Reviewing pictures alone Plate 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. MTek Engineering Reference Sheet: MII-7473 rev. 10•'08 Job Truss Truss Type Oty Ply Ptashne 843699558 PTASHNE_B J2 JACK _ 4 1 Job Re e e ce o do all enaeawr Homes: vrowne, cA vonoor.adu s Jul zo zur s mi i ex mausmes, mc. i ue den zr ross:ra zuro rage r ID: R6txcOGXRZI f3xNBn?F W W2zr5P6-LZUZBOwM KC3Dfe?jxfOkdyPusLWR 1 G0sIDhRYEzr3yp -2-0-0 3.11-11 2-0-0 3-11-11 r Scale = 1:15.8 • • 3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.06 24 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-4 >492 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012ITP12007 (Matrix) Weight: 17 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 10-0-0 oc bracing. r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=63/Mechanical, 2=339/0-5-8 (min. 0-1-8), 4=57/Mechanical - Max Horz 2=82(LC 8) BUTTE COUNTY Max Uplift3=23(LC 5), 2=112(LC 8) Max Grav3=63(LC 1), 2=339(LC 1), 4=114(LC 3) BUILDING DIVISION FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when showri. APPROVED eS7� NOTES 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 23 Ib uplift at joint 3 and 112 Ib uplift at joint 2. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1. LOAD CASE(S) Standard [d 1 January 28,2015 �WARNd�'t9•Y�++tydesign.palg9>a+dRE49f10TEB:ONi.F�BA.NDfNp#OFA??i?FNRFffRF�pEtct(yEWi�747i1+j;K.'(/29I�'BR?,W� We Design valid for use only with MiTek connectors. This design is based only upon parameters shown. cnd is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shoe n 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 CAterla, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Infa matio vaitable from Truss Plate Institute. 781 N. Lee Street, Suite 312 A exa dr�a, VA 22314. Citrus Heights, CA, 95610 Ilr.3orrtbcso 7luaisbey Oi+tOBaAtJCOwlYs3av4fi4s9RAssafrS OP .iB VA 2231 Symbols Numbering System AGene'ral 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-sixxteenihs 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 tracing for tura system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. 2. Taus bracing must be designed by an engineer. For truss individual lateral braces themselves 2 3 wide spacing, TOP CHORDS may require bracing, or aflemative T, I, or Eliminator T bracing should be considered. T ci-2 cza WEBS 3. Never exceed the design loading shown and never p stack materials on inadequately braced trusses. O �• ; �r� O N 4. Provide copies of this tens design to the building For 4 x 2 orientation, locate U = designer, erection supervisor, property owner and plates 0 -'Aa' from Outside a U all ocher interested parties. edge of truss. p 5. Cut members to bear tightly against each other. cr 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 tenses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location deta(Is available In MfTek 20/20 software Or 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 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 h the width measured perpendicular 4 4 responsibility of truss fabricator. General practice h 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 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, 9 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 atter truss member or plate without prior Ono (supports) occur. Icons vary but 2006 MiTek® All Rights Reserved 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/TPI i : 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. ® 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 r97 PERFORM.'" ANSI/TPI i Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mfi-7473 rev. 10-'08 QtYARN{19(f �AfN.dltat9A�aral�saoJnFA.9:�7�AN{7?FANO{N.(3WAFA7d{{Fkfi!C'�F+�M{{747B±e!c,+!/29/149?,t!SE �'"...1 ' Design valid for use only vvith 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 r is for lateral support of Individual web members only. Additional temporary bracingto 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Inlonnatlo valiable from Truss Plate Institute, 781 N. Lee Street, Suite 312. �Alexa�of VA 22314. - Citrus Heights, CA, 95610 ' tlSors�fC4a1117�t4'bCtiS.i6i5AiB.40- tCo%®fl7osB+S95/�h/T9i36y/+;3i Job Truss Truss Type Qty Ply Ptashne 843699559 PTASHNE_B J3 JACK - d 1 Job Reference (optional)' Endeavor Homes, Oroville, CA 95965 7.430 s Jul 25 2013 MiTek Industries. Inc. Tue Jan 27 16:33:14 2015 Page 1 ID: R6txcQGXRZI f3xNBn7F W W2zr5P6-LzUzBOwMKC3Dre9jxfOkdyPuzLWR1 GOsIDhRYEzr3yp ' -2-0.0 5-11-11 -r .. Scale = 1:18.7 - 3 • -,5.00112 - .• ', ^ 2' 2 l • ♦ - 4 2x4 =, - .. - 6-0.0 ' 6.0-0 -° LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.06 2-4 >999 360 MT20 220/195 TCDL , 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-4 >492, 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight: 20 Ib FT.= 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purfins. 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 erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=138/Mechanical, 2=38310-5-8 (min. 0-1-8),4=57/Mechanical Max Horz 2=107(LC 8) '• Max Uplift3=55(LC 8), 2=117(LC 8) Max Grav 3=138(LC 1), 2=383(LC 1), 4=114(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. x'y NOTES 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=,c.2psf; h=25ft; B=45ft; L=24ft; eave=oft;Cat. Il; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate BUTTE COUNTY 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. t t�' BU i LD I NG DIVI S I OI Vi�1 BUILDING 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. - /� e >I� ®� r 4) Refer to girder(s) for truss to truss connections. V 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 Ib uplift at joint 3 and 117 Ib uplift at joint .2 6) This truss Is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. .'LOAD CASE(S) Standard -- glj0f E,Siq�� . O'f N10 Fye y�� a w 4 76428 s F.,XR VJ31/2016 - • CIVIL January 28,2015 QtYARN{19(f �AfN.dltat9A�aral�saoJnFA.9:�7�AN{7?FANO{N.(3WAFA7d{{Fkfi!C'�F+�M{{747B±e!c,+!/29/149?,t!SE �'"...1 ' Design valid for use only vvith 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 r is for lateral support of Individual web members only. Additional temporary bracingto 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Inlonnatlo valiable from Truss Plate Institute, 781 N. Lee Street, Suite 312. �Alexa�of VA 22314. - Citrus Heights, CA, 95610 ' tlSors�fC4a1117�t4'bCtiS.i6i5AiB.40- tCo%®fl7osB+S95/�h/T9i36y/+;3i 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. 6-48 dimensions shown in 144n -sixteenths Damage or Personal Injury Dimensions are in ff-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. 0.11 2. Tens bracing must be designed by an engineer. For truss Individual lateral braces themselves 16 1 2 3 wide spacing, TOP CHORDS may require bracing, or alternative T, I, or Efiminotor bracing should be considered. i r C1-2 cza WEB S 3. Never exceed the design loading shown and never stock materials on Inadequately braced trusses. Q ��� ; �y� 3O N 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U = designer, erection supervisor, property owner and interested plates 0 -'Al' from Outside 0- U all other parties. edge Of truss. p 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 the 8 7 6 5 and embed furry. Knots and wane at joint locations are regulated by ANSI/TPI I. Cations required direction of slots in connector plates. 7. Design assumes tenses MAY be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MITek 20/20 SOtiWaf@ 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 THE LEFT. 9. Unless expressly noted, this design isnot 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 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. 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 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 15. Connections not shown are the respornibifity, of others. Indicates location where bearings (supports) occur. Icons vary but © 2006 MTeW All Rights Reserved 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 Egdenvironmental, health or performance risks. Consult with project engineer before use. - Industry Standards: ANSI/TPI l : National Design Specification for Metal 19. Review t u portions of sehis design ing pi back. words a� 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 1f 0 PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MI{ 7473 rev. 14'08 Job Truss Truss Type Qty PlyPlashne !2 • 1 r�i TC 0.32 ` I R43699560 PTASHNE B Jd JACK 4 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a Job Reference o do a tnoeavar nomes, urovllle. GA 110 (AjS Jul zo ZUl:7 MI I ex Inauslnes, Inc. I ue Jan zi la:J'a:lo zulb raga 1 ID:R6txcQGXRZI f3xNBn9F WW2zr5P6-pA2LPMx95VB3SoavVNvzAAy2elsgmje?_tQ74hzr3yo -2-0.0 6-0.0 - 7-11-11 2-0.0 6-0-0 - 1-11-11 • r Scale = 1:22.9 4 . E-0-0 ' I 6-0.0 N (loc) Well L/d !2 • 1 r�i E-0-0 ' I 6-0.0 N (loc) Well L/d !2 • 1 r�i E-0-0 ' I 6-0.0 { (loc) Well L/d PLATES GRIP LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.06 2-5 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-5 >492 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012lrP12007 (Matrix) • Weight: 23 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 1D-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing „ be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-5.8 except (jt=length) 4=Mechanical, 5=Mechanical 1 _ (lb) - Max Harz 2=131(LC 8) - Max Uplift All uplift 100 Ib or less at joints) 4, 3 except 2=106(1_C 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5, 3 except 2=384(LC 1) ` FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1 1) Wind: ASCE 7-10; Vuft=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) 4, 3 except (jt=1b) 2=106. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSlrrPI 1. LOAD CASE(S) Standard q?,ofESS/p� 101' �ygNIO ;yq�y. �� 76$28 v FXR 031120116 ii/. BUTTE COUNTY BUILDING DIVISION ti PPROWE® January 28,2015 Qwa NJM .a�aiyApa. .>1 1,Qa�ar?Eays>n an s>armorr> rro>ours:r grin Orr-7wa*.V.V4101A-- ;. •. , 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 s is for lateral support of individual web members only. Additional temporary bracing to insure stobil'ty during construction Is the responsibillity, of the get 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 Cdteda, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Intormatloqq""ggvailable from Truss Plate Institute, 781 N. Lee Street, SSuite 312.. �A�lIee�x""aa��drr��� VA 2231 d. Citrus Heights, CA, 95610 I�Salrxl+aso9t+1� vwtl7Lua rbea;ssdi Neaor�eosce4t+est+,lAlesai.�93tany�9t3 bgAtaL� 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 H -in dimensions shown in sixteenths Damage or Personal Injury Dimensions are in It-in-sixteenths.�� (Drawings not to scale) Apply, plates to both sides of truss I 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See SCSI. 0.2. 1� 6 Tens bracing must be designed by an engineer. For truss individual lateral braces themselves j 2 3 wide spacing, TOP CHORDS may require bracing, or alternative T, I, or Eliminator T bracing should be considered. T c1 z 'M WEBS 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O �y� 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 -'AJ' from outside CL u U all other parties. edge Of truss. p 5. Cut members to bear tightly against each other. W-8 C&7 BOTTOM CHORDS 6. Place plates on each face of tens at each This symbol indicates the g 7 6 5 t and embed fully. Knots and wane at joint Cations are regulated by ANSWPI 1. required direction of slots in 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 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 B 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 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. 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, she, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum placing 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 H. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where, bearings (supports) occur. Icons vary but © 2006 MiTek,8 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 all portions of this design Ifront, back, wordsand\ ieng pictures alone °p'cfficie before use. Rev�+n Plate Connected Wood Truss Construction. ® 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 TO PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate ° Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10.08 r:naeawr Women, rovnie, a.r, nonoo r.— s um zo zuis mi i es mausmes, mc. r ue uan [r io:aa: w zu io "Bar ID: R6txcQGXRZl f3xN Bn7F W W2zr5P6-pA2LPMx75VB3SoavVNvzAAy2elsgmje7_tQ74hzr3yo y _2-0-0 6.0-0 9.11-11 2.0-0 6-0.0 3-11-11 ,. ,• ,- Scale = 1:27.2 > s • 5.00 12 . 3 2 , �L 60-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.06 2-5 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-5 >492 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL' 10.0 Code IBC2012/TP12007 (Matrix) - Weight: 26 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 10-0-0 oc bracing. [MiTek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer tallation guide. ' REACTIONS All bearings 0-5-8 except (jt=length) 4=Mechanical, 5=Mechanical. t (lb) = Max Harz 2=156(LC 8) Max Uplift All uplift 100 Ib or less at joints) 4, 2 except 3=108(LC 8) * Max Grav All reactions 250 Ib or less at joint(s) 4, 5 except 2=384(LC1), 3=259(LC 1) j FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. q NOTES 1) Wind: ASCE 7-10; Vult=l lomph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat: Il; 1 - 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, 2 except Qt=lb) ' 3=108. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard �. prOFIESS%p c 76428 January 28,2015 WAitNiNG � 3e.°1A'.4e6/9n.ya.+4A.g dod:!�i4PhV�3fl/9 A1�S+4N0lO M�i(!?#ERSNpE�r1GEM. i{ 747D+RK .'(/39I�4!l�Ji� .:... 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 des'gner. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing. consult ANSI/1PI1 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Sofely Informctio -liable from Tru s Plate Institute. 7 I N. Lee Street, uite 312 x VA 22 14. - Citrus Heights, CA, 95610 tdsp,ra+scoi��`.%� 9 Truss Type Qty Ply Ptashne PbTruss 843699561 PTASHNE B J5 JACK 4 1 Job Refe e ce o do a r:naeawr Women, rovnie, a.r, nonoo r.— s um zo zuis mi i es mausmes, mc. r ue uan [r io:aa: w zu io "Bar ID: R6txcQGXRZl f3xN Bn7F W W2zr5P6-pA2LPMx75VB3SoavVNvzAAy2elsgmje7_tQ74hzr3yo y _2-0-0 6.0-0 9.11-11 2.0-0 6-0.0 3-11-11 ,. ,• ,- Scale = 1:27.2 > s • 5.00 12 . 3 2 , �L 60-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.06 2-5 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-5 >492 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL' 10.0 Code IBC2012/TP12007 (Matrix) - Weight: 26 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 10-0-0 oc bracing. [MiTek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer tallation guide. ' REACTIONS All bearings 0-5-8 except (jt=length) 4=Mechanical, 5=Mechanical. t (lb) = Max Harz 2=156(LC 8) Max Uplift All uplift 100 Ib or less at joints) 4, 2 except 3=108(LC 8) * Max Grav All reactions 250 Ib or less at joint(s) 4, 5 except 2=384(LC1), 3=259(LC 1) j FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. q NOTES 1) Wind: ASCE 7-10; Vult=l lomph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat: Il; 1 - 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, 2 except Qt=lb) ' 3=108. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard �. prOFIESS%p c 76428 January 28,2015 WAitNiNG � 3e.°1A'.4e6/9n.ya.+4A.g dod:!�i4PhV�3fl/9 A1�S+4N0lO M�i(!?#ERSNpE�r1GEM. i{ 747D+RK .'(/39I�4!l�Ji� .:... 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 des'gner. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing. consult ANSI/1PI1 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Sofely Informctio -liable from Tru s Plate Institute. 7 I N. Lee Street, uite 312 x VA 22 14. - Citrus Heights, CA, 95610 tdsp,ra+scoi��`.%� 9 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 64-8 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. i 2. Truss 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 bracing should be considered. 1 1 C1-2 C2-3 WEBS 4 3. Never exceed the design loading shown and never p 4, stack materials on inadequately braced trusses. O ��� ; 3 0 4. Provide copies of this trim design to the building For 4 x 2 orientation, locate v U designer, erection supervisor, property owner and interested plates 0- I/w from Outside a �'� afi other parties. edge Of truss. 0 5. Cut members to bear tightly against each other. cr BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 5 Cationsnd embed fu11y. Knots and wane at joint locare regulated by ANSI/TPI 1. required direction of slots in 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 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 NUMBERS/LETTERS. 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, she, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are rn inimum 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 H. spacing, or less, it 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 aver 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 afi portions of se design ing pi back, words o� 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 1Pa PERFORM.' ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: M1�7473 rev, 10208 oAuea.01 .,0f..es. v.0' Ha. CA a3a03 • , r • ,. 1.430 a 3u1 20 2013 Mn.. umusurcs, ns. T.. 3an 27 10:33:10 2015 rage 1 ' - s lD: R6txcQGXRZ1 f3xNBn7FW W2zr5P6-HMcjciydspJw4y9534QCiNUDN9BvVAt9DXAYc7zr3yn Job Truss Truss Type , Qty Ply Pteshne ,Y .. , ' Seal 1:31.5 4. 843699562 oAuea.01 .,0f..es. v.0' Ha. CA a3a03 • , r • ,. 1.430 a 3u1 20 2013 Mn.. umusurcs, ns. T.. 3an 27 10:33:10 2015 rage 1 ' - s lD: R6txcQGXRZ1 f3xNBn7FW W2zr5P6-HMcjciydspJw4y9534QCiNUDN9BvVAt9DXAYc7zr3yn Job Truss Truss Type , Qty Ply Pteshne ,Y .. , ' Seal 1:31.5 843699562 PTASHNE 13 J6.,. a - JACK 3 - 1 . 3 16 us Job Reference (optional oAuea.01 .,0f..es. v.0' Ha. CA a3a03 • , r • ,. 1.430 a 3u1 20 2013 Mn.. umusurcs, ns. T.. 3an 27 10:33:10 2015 rage 1 ' - s lD: R6txcQGXRZ1 f3xNBn7FW W2zr5P6-HMcjciydspJw4y9534QCiNUDN9BvVAt9DXAYc7zr3yn . -2-0-0 6-40 2-0.0 6-0.0 s.,,, .j " t• _ '�: .. i. ,Y .. , ' Seal 1:31.5 ... r• 5.00 12 3 16 us - 2x4 = .. 6 .. , ... . 6-0.0 a y 6-0-0 LOADING (psf) SPACING 2-0-0 CSI ' DEFIL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.06 2-6 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34Vert(TL) -0.14 2-6 >492 240"_ • r_ BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00. . 5 n/a n/a i ' BCDL X10.0 4 Code JBC20121TPI2007 (Matrix), - s . , a Weight: 29 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 ` " _ TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 1 BOT CHORD 2x4 DF No.2 t " BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. ' r " MITek recommends that Stabilizers and required cross bracing - be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-5-8 except Qt=length) 5=Mechanical, 6=Mechanical. `Y ;' , , �• (Ib) - Max Horz 2=180(LC 8) t Max Uplift All uplift 100 Ib or less at joint(s) 5, 2, 4 except 3=-109(LC 8) Max Grav All reactions 250 Ib or less atjoint(s) 5, 6, 4 except 2=384(LC 1), 3=259(LC 1) �m r ► , FORCES (ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ; NOTES • t . ' 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 r -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) 5, 2, 4 except at=lb)' ; 3=109. . t 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. ' 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced, standard ANSVTPI 1. LOA DCASE(S) StandardQFES'S'/�j� ♦ rti '- ° -U - .76428',LU - .1 �.. - • eta. •� .` _• .. / ' .., .•►, 2. ,. •' �\ �1� _.. \P • . \ -OF L .� - { ; ,. ; •i ` r °:--January 28,2015 NFTk. f n•Pe - . tdfAR V,enty.J,es g.. rdn>>�!1s.aoJf?E4P•1N7�fJ6' �BANO Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and Is for an individual building component. C Applicability of design parameters'and proper incorporation of component is responsibility of bulldirg designer -not truss designer. Bracing shown a ' Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the A 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 7777,Greenback Lane, Suite 109 Safety Information Available from Truss Plate Institute. 781 N. Lee Street, quite 312. �Al10 eex�gj]drio. VA 22314. Citrus Heights, CA, Lane, Su 1 ' IIrSo�SIr�GP�ii4P17WIA*mst r9f @,0@fy6Pvr4r+S3KB444+9�IPfd1'rS fl4J�V.;/z4.i3 W, m -x . Symbols Numbering System AGene-ra.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 ff-in-sixteenths Damage or Personal Injury Dimensions are in ff-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. �/id 2. Truss bracing must be designed by an engineer. For truss individual lateral braces themselves j 2 3 wide spacing, TOP CHORDS may require bracing, or aftemative T, I, or Eliminator bracing should be considered. T ic� i ci-s WEBS 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O • ;y� ; w 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate U vb Oz designer, erection supervisor, property owner and interested plates 0-'n6' from outside a u U ao other parties. edge of truss. O p 5. Cut members to bear tightly against each other. cry BOTTOM CHORDS 6. Place plates on each face of tens at each This symbol indicates the 8 7 6' S Joint and embed fully. Knots and wane at joint 1. required direction of slots in locations are regulated byANSI/TPI connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSVTPI 1. ' Plate location detalls 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 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 buss fabricator. General practice is to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, si¢e, 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 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but D 2006 MiTek® All Rights Reserved 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/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words a� 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 PERFORK11 ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: W-7473 rev. 10208 Job Truss Truss Type Qty Ply Ptashne CSI ' PLATES GRIP TCLL 20.0 R43699563 PTASHNE_B J7 JACK 3 1 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-6 >492 240 BCLL 0.0 ob eee rz o t'o a • Endeavor Homes, Oroville, CA 95965 -2-0-0 F • 4.0.00 1 L 6.0.0 r.ndu s dm ea cu r a." miiert mausmes, mc. ,ue dena io:aa: it du is rager ID: R6txc0GXRZ1 f3xNBn?FW W2zr5P6-IYA5g2zFd7Rni5klcoxRFb107YXBEd71S Bv59Zzr3ym 13.11-11 7-11-11 r • - Scale = 1:35.8 I� ' N t` sa0 rta0 LOADING (psf) SPACING 2-0-0 CSI DEFL • in (loc) Well • Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.06 2-6 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-6 >492 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 We ' n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight: 32 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 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing It installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS 'All bearings 0-5-8 except (jt=length) 5=Mechanical, 6=Mechanical. " (lb) - . Max Harz 2=205(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 5, 2 except 3=109(LC 8), 4=-104(LC 8) Max Grav All reactions 250 Ib or less at joints) 5, 6, 4 except 3=259(LC 1), 2=384(LC 1) - FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 8=45ft; L=24ft; eave=4ft; Cat. 11; 4 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) 5, 2 except in=lb) 3=109, 4=104. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 3, 4. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TP1 1. _ LOAD CASE(S) Standard 00 Ess. SXR 001/2016 January 28,2015 Q WAR1vF.i9G "A 9; asasTMann?Esun n rs,uVv MUM 9TX9W0—tl rQ .VAQE)drr 747ar�K.�/z9/z-04?,s Design valid for use only wNh Mnek connectors. This design is based only upon parameters shown, and is for on individual building component. a Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown i 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 OualBy Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Into atlop� Gvailable from Tru s Plate Instityte, 7 1 N. Lee Street, Suite 31 ez ddq, VA 14. Citrus Heights, CA, 95610 b5oy=;%q. 3fWINP!.S �i'lOB? 6V MSg �f4 rAs9R,ifeSdfy894/a1 Ot3r fY�l� 9 .. 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. 6-48 dimensions shown in ft4n-sodeenths 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. �� 6 2. Truss bracing must be designed by an engineer. For truss individual lateral braces themselves j 2 3 wide spacing, TOP CHORDS may require bracing, or alternative T, I, or Eliminator T bracing should be considered. T C1-2 WEBS 4 3. Never exceed the design loading shown and never 0 stack materials on inadequately braced trusses. O�•� 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 -'Al' from outside a u U all other parties. edge of truss. 0a0 5. Cut members to bear tightly against each other. cr 7 BOTTOM CHORDS 6. Place plates on each face of truss a1 each This symbol indicates the 8 7 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 trusses will be suitaby protected from the environment in accord with ANSI/TPI 1. *Plate location details available In MlTek 20/20 SOttWar@ W 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 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 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 shag 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 chards require lateral bracing at 10 ft. 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 (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 Nil 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. ® 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 M PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. M?ek Engineering Reference Sheet: MII 7473 rev. 10208 Job Truss Truss Type City PlyPlesnne ' r " LOADING (psf) SPACING R43699564 PTASHNE_B JB JACK � 4 1 Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC , 0.32 Job eee ce o fo a ra <u w rage . ID:R6txcOGXRZIf3xNBn?FNM2zr5P6-DI'k t0OZeJFJUAVSgooaZtytNz4NSgrflhOzr3yi 6-0-0 1511-11 6-0-0 9-11-11 ►- Scale= 1:40.1 „6. 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aide. REACTIONS All bearings 0-5-8 except (jt=length) 6=Mechanical, 7=Mechanical. (lb) - Max Horz 2=229(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 6, 2, 5 except 3=-110(LC 8), 4=104(LC 8) Max Grav All reactions 250 Ib or less at joint(s) 6, 7, 4, 5 except 3=259(LC 1), 2=384(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 1 - NOTES 1) Wind: ASCE 7-10; Vuft=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 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, 2, 5 except Ot=1b) 3=110, 4=104. .6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. • 1 LOAD CASE(S) Standard January 28,2015 Design NalMfor�uste.de6Nwpath fw•nnir" ek oandRE.9.tt0 WONtors. This nW$AM W=,W;W nly upon parameters .PA�f41f-747.a EK.V19/z'0IAWMdASE N64Rd is forne individual building component. •Ile! 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 B the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fobricat(on, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Intormatloq�gvailable from Truss Plate Institute, 781 N. Lee Street, Julie 312. Alexand' , VSA 22314. Citrus Heights, CA, 95610 tl.5o.traaco FartiMmsber� O,aAsaad6o.�x �xeapgsv et73/t�Jrs+ S *4" 6.0.0.- 6.0.0 _ r " LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC , 0.32 Vert(LL) - -0.06 2-7 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-7 >492 . 240 + BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight: 35 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 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aide. REACTIONS All bearings 0-5-8 except (jt=length) 6=Mechanical, 7=Mechanical. (lb) - Max Horz 2=229(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 6, 2, 5 except 3=-110(LC 8), 4=104(LC 8) Max Grav All reactions 250 Ib or less at joint(s) 6, 7, 4, 5 except 3=259(LC 1), 2=384(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 1 - NOTES 1) Wind: ASCE 7-10; Vuft=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 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, 2, 5 except Ot=1b) 3=110, 4=104. .6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. • 1 LOAD CASE(S) Standard January 28,2015 Design NalMfor�uste.de6Nwpath fw•nnir" ek oandRE.9.tt0 WONtors. This nW$AM W=,W;W nly upon parameters .PA�f41f-747.a EK.V19/z'0IAWMdASE N64Rd is forne individual building component. •Ile! 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 B the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fobricat(on, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Intormatloq�gvailable from Truss Plate Institute, 781 N. Lee Street, Julie 312. Alexand' , VSA 22314. Citrus Heights, CA, 95610 tl.5o.traaco FartiMmsber� O,aAsaad6o.�x �xeapgsv et73/t�Jrs+ S *4" 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. 64-8 crimensions shown in ft-in-sixxteenths 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-tracing, is always required. See SCSI. O 146 bracingneer. For 2. Truswide truss g, Individual be laterned al braces themselves 1 2 3 TOP CHORDS may require bracing, or aBemailve T, I, or Efinilnator should be considered. ibracing T i ci-2 c2a WEBS 3. Never exceed the design loadingshown and never stack materials on inadequately traced trusses. 0 Oeh 4. Provide copies of ihls inns design to the building for 4 x 2 orientation, locate U designer, erection supervisor, property owner and interested plates 0-'nd' from outside a aA other parties. edge of truss. 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 the 8 7 6 5 oint and embed fully. Knots and wane at joint iocatlons are regulated by ANSI/TPI 1. required direction of slots in connector plates. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSVTPI 1. Plate location details available In MiTek 20/20 software Or span 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 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 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 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 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 atter 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. �� ® 18. Use of green or treated lumber may pose unacceptable ffdenvironmental, health 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 deign (front, back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. M iTe �® m BCSI: Building Component Safety Inforation, 20 . Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ID PERFORP4" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: M11-7473 rev. 10208 Job Truss Truss Type Qty Ply Plashne CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 R43699565 PTASHNE a J9 JACK 2 1 Vert(TL) -0.14 2-7 >492 240 BCLL 0.0 ' ti WB 0.00 Horz(TL) -0.00 6 n/a n/a Jo b e e olio a tnaeavor Homes, OWN, CA 95965 -0 2.0.0 7.430 s Jui 25 2013 Mn eK inousires, mc. 7 ue Jen z7 16:33:19 zolb Page 1 ID:R6txcQGXRZ1f3xNBn7FWW2zr5P6-hxlsEk V9khVxPugkCzvKO6kdMDciXdbvVOCDSzr3yk 60-0 17-1615 r 60-0 , _ 11-10.15 • - F �` - Scale = 1:44.2 .{ . _ 60-0 . 60.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.06 2-7 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-7 >492 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 38 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 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. recommends that Stabilizers and required cross bracing intalledduring truss erection, in accordance with Stabilizer risTes tallation guide. REACTIONS All bearings 0-5-8 except Qt=length) 6=Mechanical, 7=Mechanical. ,(Ib) -'Max Horz 2=253(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 6, 2 except 3=11'11(LC 8), 4=-104(LC 8), 5=103(1_C 8) Max Grav All reactions 250 Ib or less at joint(s) 6, 7, 4, 5 except 3=259(LC 1), 2=384(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 8=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 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, 2 except Qt=lb) 3=111, 4=104, 5=103. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard f OFESS. _ opV _ ca 76428'•- t EXE' 12131 615' K iw '�'.�-OFCpllfrv` January 28,2015 WARNNMf,VA* Ae pprdw"aoJJ�tF1flM?UON7HI$A-AVf AM7MIfRfffRWP*KVii-74ZI .11291A14.10MM . Design valid for use only with MiTek connectors. This design is based only upon parameters shown. cnd 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. rror general guidance regarding Sel fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Inlormatlo? available from Truss Plate Institute. 781 N. Lee Street, a 31312 Ale�x_g1]drja3 �A� 4. � -' ti y Citrus Heights, CA, 95610 U,SarWRto.APs'.t4A9P'17h+r.00di�f/�i4bOdOsi6oarNrS3 ot94ARsf 94/ JyRSt1 Symbols Numbering System AGene-ra.1 Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause. Property N 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-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, is always required. See BCSI. 6 2. Truss bracing must be designed by an engineer. For tnra individual lateral braces themselves j 2 3 wide spacing, TOP CHORDS may require bracing, or alternative T, I, or Efiminotor bracing should be considered. I c�-z ca3 WEBS 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O�• ; �r� 3r4. Provide copies of this truss design to the building For 4 x 2 orientation, locate V a Oz designer, erection supervisor, property owner and plates 0 -'Aa' from outside a u U as other interested parties. edge of truss. 0 p 5. Cut members to bear tightly against each other. cr-8 064 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 1. required direction of slots in locations are regulated by ANSI/TPI connector plates. 7. Design assumes trusses wi11 be suitably protected from the environment in accord with ANSI/TPI 1. Plate location details available In MITek 20/20 SOttWar@ Or Upon �@QU@3t. B. 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 truss fabricator. General practice h 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 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 atter truss member or plate without prior (supports) occur. Icons vary but m 2006 MiTekO 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 to portions of sehis design ing pi back, words a� pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. �( isnot sufficient. DSB-89: Design Standard for Bracing. M ITe BCSI: Building Component Safety Information, R\® 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r97 PERFORA0L` ANSI/TPI 1 Quality Critedo. Installing & Bracing of Metal Plate Connected Wood Trusses. M7ek Engineering Reference Sheet: Mll-7473 rev. 10-'08 s Job Truss Truss Type Qty Ply Ptashne PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 R43699566 PTASHNE B J61 JACK 1 1 Vert(TL) -0.17 2-6 >423 240 BCLL 0.0 ' Rep Stress Incr YES Job efe o ti net) r_naeavor Homes, u -e, .aeon I.-. - 1. GU IJ MI I.R maU5lre5, IOG. I Ue - - Io: -. a w rage r ID: R6txcOGXRZI f3xN Bn?F W W2zr5P6-HMcjciydspJw4y9534OCiNUCM9BJVAt9DXAYc7zrdyn • -2.0.0 " 6.0.0 11-11-11 , 2-0.0 6-0-0 .. 5.11-11 . ~ Scale = 1:31.5 .� 5.` • 4 .: 5.o0 12 " 3 m A h , •1 s y' 2 v B 6 I LOADING (pso SPACING 2-0.0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.07 2-6 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.17 2-6 >423 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IBC2012rTP12007 (Matrix) Weight: 29 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. Tek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer FIn stallation guide. REACTIONS All bearings 6-0-0 except at=length) 5=Mechanical, 3=0-5-8, 4=0-58: (lb) - Max Horz 2=180(LC 8) - Max Uplift All uplift 100 Ib or less at joints) 5, 2, 4 except 3=-113(LC 8) Max Grav All reactions 250 Ib or less at joint(s) 5, 6, 4 except 2=374(LC 1), 3=272(LC 1) 4 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. ' NOTES 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=4ft; 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) 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) 5, 2, 4 except at=1b) 3=113. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(.) 3, 4. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard BUTTE COUNTY BUILDING DIVISION APPROVED January 28.2015 Qwafu9ar�-v�ya�9s>�a�as�ys,�r�son�a,�samlr�s�t���rrur.,i,�K.�i9/�.�c,,us� w 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 " V 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 SCSI Building Component 7777 Greenback Lane, Suite 109 Safety Inlornatloq�,9vaiiable from Tru s Plate Institute, 7 1 N. Lee Street, uHe 312 p, x a VA 2^ 14. - Citrus Heights, CA, 95610 QrSati!�g,S9 9�P1tRAW13W4_.@Sif i`!ABR93tBA .. _ WF94f9sF gfdSy@f13 1 . 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 4 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 BCSL 2. Truss bracing must be designed by an engineer. For truss individual lateral braces themselves 2 3 wide spacing, . TOP CHORDS may require bracing, or altemative T. 1, or Eliminator should be considered. Tbracing T T ci-2 c2a WEBS 4 3. Never exceed the design looding shown and never 4, stack materials on inadequately braced trusses. O �`•� ; 'Oro3 0 4. Provide copies of this tens design to the building For 4 x 2 orientation, locateU a = designer, erection supervisor, property owner and plates 0-'ns' from outside a u 0all other interested parties. edge of truss. p 5. Cut members to bear tightly against each other. C7.8 � BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 5 and embed fully. Knots and wane at joint 1=1 1. required direction of slots in locations are regulated by ANSI/TPI lions 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 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' for THE LEFT. 9. Unless axpressy noted, this design a not applicable fire PLATE SIZE use with retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a nonstructural consideration and is the A 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 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 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING 15. Connections not shown are the resporuibiaity of others. Indicates location where bearings 16. Do not cut or atter truss member or plate without prior Ono (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 ofgreen 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 RevieReviewingportions of this design (front, back. words and pictures) before use. Repictures alone Plate Connected Wood Truss Construction. ® Is 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 110 PERFORft " ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10208 D Job Truss Truss Type Oty PlyPlashne SPACING 2-0-0 • DEFL in (loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.39 R43699567 PTASHNE_B J71 JACK 1 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a jr Job Reference taotionall enaeawr nomes, urawne, UA ao:wo 1.4su s Jm [o zurs mi i ex maussnes, mc. r ue Jan e 1a:ss:1 r zuio rage i ID:R6txcOGXRZ1f3xNBn7FWVV2zr5P6-IYA5g2zFd7Rni5klcoxRFbl N6YXYEd71SBv59Zzr3ym -2-0.0- 6.0.0 13.11-11 • 2.0-0 60.0 7-11-11 Y - Scale = 1:35.8 5.00 F12 - - 4 + - 3x4.4 - • ,.� - 2 6 PLATES GRIP LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.07 2-6 >999 360 MT20 220/195 TCDL 10.01 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.17 2-6 >423 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a jr BCDL 10,0 Code IBC2012/TPI2007 (Matrix) Weight: 32 Ib FT.= 20% i LUMBER' ,. BRACING i 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-5-8 except (jt=length) 5=Mechanical, 2=6-0-0, 6=6-0-0. ` (lb) - Max Horz 2=205(LC 8) r ` Max Uplift All uplift 100 Ib or less at joints) 5, 2 except 3=113(LC 8), 4=-104(LC 8) Max Grav All reactions 250 Ib or less at joint(s) 5, 6, 4 except 3=272(LC 1), 2=374(LC 1) _ FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. r j NOTES BUTTECOUNTY• 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. fl� BUILDING DIVISION 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 fora 10.0 psf bottom chord live load nonwnwrrent with any other live loads. APPROVED P P R O � 'per, YL-p� tl6-[! \4// NLO� ` '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) 5, 2 except Qt=1b) 3=113, 4=104. ` 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. } 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ' 1113M S1 r 4.9 o rW o, w ti 76428, >+ C)F 4 ' January 28,2015 N641tNJM+".4%19a,pa.+an"to.WJREA.9AVJQF SONWA_Mf� UMXT; WOWESM 7.'Aa911-747ll4?,K1ia'9ii M.WWOR Design valid for use only with M1ek 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 buldng'designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during constriction is the responsibillity of the mill. 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, Sule 109 Safety Intormatio�� -liable from Truss Plate Institute. 781 N. Lee Street, Suite 312 A) a�]dda�, VA 22314. Citrus Heights, CA, 85610 IdSwtbRt9�4ffiF�'dlbr.WbCJr55?A8?04fOv4P$3�6?AASH.CAfS3SsB �4J4Ar�Y.1D 6yiAll�S 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. 6-4 8 dimen�ons shown in ft4n sixteenths Damage or Personal Injury 9 1 rY Dimensions are in ff-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 BCSL T „ cl /T 2. Tans bracing must be designed by an engineer. For tnra individual lateral braces themselves 6 1 2 3 wide spacing• TOP CHORDS may require bracing, or oftemative T, I, or Eliminator T bracing should be considered. T cr-2 cza WEBS 4 3. Never exceed the design loading shown and never 0 Cly stack materials on inadequately braced trusses. O �• 3 gra ; O 4. Provide copies of this truss design to the bullding For 4 x 2 Orientation, locate U a = designer, erection supervisor, property owner and interested plates 0-'Ag' from Outside a all other parties. edge Of truss. a0 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 the 8 7 6 5 Cationsand embed fully. Knots and wane at joint 1. required direction of slots in bcare regulated by ANSI/TPI connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSI/TPI 1. 'Plate loccffon details available In MfTek 20/20 SOtIWaf@ O� 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 h 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 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 pudns 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 (supports) occur. Icons vory but die!> © 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/TPI l : National Design Specification for Metal 19. Review all portions of this design inn pi back. words and pictures] before use. Reviewing pictures alone Plate Connected Wood Truss Construction. ® 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 1P0 PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. Mi Tek Engineering Reference Sheet: M11--7473 rev. 10208 Job Truss Truss Type Qty Ply Plashne LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud • R43699568 PTASHNE B P1 MONO TRUSS 1 1 Wss designed for 350 p8 TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.00 4 >999 240 Job Reference o lio al tnaeavor homes, uromile, uA aoeao ry f.4ou s dm zo zurs mn ex mausmes, mc. i ue dan cf -j--via is rage i ID: R6txcQGXRZI f3xNBn?F W W1zr5P6-97sES4?7w2pMZZTstwV8tDNHmdpRvnk898lmuzf3yj 1I-- 1-a 1-100-4 5.00 f2 Scale 1:26.3 2 3x5 4x5 1 . z A a - 4 3 • - 3.4 II 4x4 = f.4ou s dm zo zurs mn ex mausmes, mc. i ue dan cf -j--via is rage i ID: R6txcQGXRZI f3xNBn?F W W1zr5P6-97sES4?7w2pMZZTstwV8tDNHmdpRvnk898lmuzf3yj 1I-- 1-a 1-100-4 5.00 f2 Scale 1:26.3 2 3x5 4x5 1 . z A a - 4 3 • - 3.4 II 4x4 = 1-10-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.00 4 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) -0.04 2 n/a n/a ' BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 20 Ib FT = 20% ` LUMBER , BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10.4 oc purlins,' except BOT CHORD 2x4 DF No.2 end verticals. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS (Ib/size)... 2=47/Mechanical, 4=63/0-5-8 (min. 0-1-11), 3=16/Mechanical ' Max Horz 4=100(LC 8) Max Uplift 2=20(1_C 8), 4=1516(LC 21), 3=-1343(LC 26) Max Grav 2=47(LC 1), 4=1572(LC 26), 3=1337(LC 21) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-546/530,1-4=1565/1532 BUTTE COUNT)" BOT CHORD 3-4=-552/539 .WEBS 1-3=-1449/1480 BUILDING DIVISION NOTES C-1 0 1) Unbalanced roof live loads have been considered for this design. � �`D 1.�p 2) 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. 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) Refer to girder(s) for truss to truss connections. - -- --- - 6) Provide metal plate or equivalent at bearing(s) 2 to support reaction shown. FDS/(A,� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except 0=1b) 4=1516,3=1343. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIrfPI 1. 9) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-4 for 350.0 pH. 10) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Off? C: U 76428 t!7 LU 1�P LOAD CASE(S) Standard ETP �i�09s r `._ Inniinru 7R 911119, �WARNF.N5+1 ty.Qestga�wraor saAJRFAPhn�E8f1NAIMAAVMUM Mj`;WJ ZRMPWE,j4Ii74ID.'RK.4j191A44, 'W F, 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 responsibTty, 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/TPI1 Quality Criteria, DSR -89 and SCSI Building Component 7777 Greenback Lane, Suite 109 Seal Inlo4Gvailab m> Tess Plate Institute. 781 NAL 9 Stres4l, uite 312 P)�_gpdrj V�A53f14. Citrus Heights, CA, 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/; Center plate on joint unless x, y offsets ore indicated. 1 6-4-8 dimensions shown in 1`114 Meenths Damage or Personal Injury Dimensions are in ff-in-s'Ixteemns. (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. .11 /16 2. Truss be an bracing dividual gal braces themselves 1 2 3 wide spacing,glater TOP CHORDS may require bracing, or altemative T, I, or Eliminator T bracing should be considered. T ci-2 rlv� WEBS 4 3. Never exceed the design loading shown and never Ct, stack materials on inadequately braced trusses. O�• ; �y� ; O 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 0-'Aa' from outside 0- �' u U all other parties. edge Of 1nJ55. 0 Cut members to bear tightly against each other. c?-85. c6-7 0 BOTTOM CHORDS 6. Place plates on each face of tans at each This symbol indicates the 8 7 6 5 oinand embed fully. Knots and wane at joint Iocafiors t. required direction of slots in are regulated by ANSI/TPI lot connector plates. 7. Design assumes trusses will be suitaby, protected from the environment in accord with ANSI/TPI 1. ' Plate location detalls 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 4x4, responsibility of truss fabricator. General practice is to 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 Reportspecies12. 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 © 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 project engineer before use. Induft Standards: - ANSI/TPI1: National Design Specification for Metal 19. Review pictures) u portions of tnls design ing(front,pi back. words and use. Reviewing pictures alone Plate Connected Wood Truss Construction. fficiebefore 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 ra PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MIP473 rev. 10208 Job Truss Truss Type City DEFL in Ptashne PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 IPly1 843699569 PTASHNE B P2 MONO TRUSS 1 1 truss designed for 350 pit drag Vert(TL) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES Job Reference (optional enaeavor nomes, urowne, uA eomo anau is um- zu a mi i ex rnausmes, mc. rue -a ,--u cu is rage , ID: R6txcCiGXRZl f3xNBn?F W W2zr5P6-97sES4?7w2pMZZTstwV8tDft7mdnRszk898lmuzr3yj 1110 1-1aa 5.00 12 Scale = 1:30.7 2 5.5..- 4 3 3x4 II 5x5 = 1-10-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.00 4 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(TL) -0.07 2n/a n/a BCDL 10.0 Code IBC2012rTP12007 (Matrix) Weight: 23 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc purlins, except BOT CHORD 2x4 OF No.2 end verticals. WEBS 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer allat'o n guide. REACTIONS (Ib/size) 2=47/Mechanical, 4=63/0-5-8 (min. 0-2-1), 3=16/Mechanical w t Max Horz 4=119(LC 8) Max Uplifl2=20(1-C 8), 4=1863(LC 21), 3=-1693(LC 26) 1. Max Grav 2=47(LC 1), 4=1922(LC 26), 3=1684(LC 21) - FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-546/530, 1-4=1915/1876 BOT CHORD 3-4=-561/550 + T BU 1 TE C®U� 1 1` ' WEBS 1-3=-1774/1808 B n p m mi nwo P ivisJON NOTES 1) Unbalanced roof live loads have been considered for this design. s, .1 �" �� fe,aj� 6j 2` W d' ASCE 7 10' V It -110 h 3 d t V d-87 h' TCDL 4 2 f' BCDL-4 2 f' h-25ft' B-45ft' vl L-24ft' =Aft' C t II' 6- -7 to , u - Trip ( secon gus ) as - Trip , . ps , . . ps , - - - , eave- , a. 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) Refer to girder(s) for truss to truss connections. 6) Provide metal plate or equivalent at bearing(s) 2 to support reaction shown. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except 0=1b) t 4=1863,3=11693. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 9) This truss has been designed for a total drag load of 350 pH. Lumber DOL=(1.33) Plate grip DOL --0.33) Connect truss to resist drag loads along bottom chord from D-0-0 to 1-10.4 for 350.0 pH. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. -LOAD CASE(S) Standard s - 1 January 28,2015 QWARNF.N6,14eritd.4tga,pagn,laa+tdAD1110?�8fih1T8ruvAlAldj7ENrRffREprAQEHii-747BfCx.4%29/1-0.4?Jl Design valid for use only vAth MOek connectors. This design is based only upon parameters shovm, 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 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/TPI1 Quality Criteria, DSR -89 and SCSI Building Component 7777 Greenback Lane, Suite 109 Safely IntormaflorJ� Gvailable from Truss Plate Institute, 181 N. Lee Street, Suite 312 A ex drja, VA 22314. - Citrus Heights, CA, 95610 a<F.Swt�t'SPfI$�F7P'1i1NR!4'b4Ji0-moi Ski?�?_f169•�!t&,�M��AQsf.841Q,ta1! �Yi il�eSi Symbols Numbering System AGenera.1 Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/1 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, is always, required. See BCSI. .1/7ineer. 6 2 For dM duual latebe designed truss bracess themselves 1 2 3 widespacing, ral TOP CHORDS may require bracing, or alternative T, I, or Eliminator T bracing should be considered. T ci-s 'M WEBS 4 3. Never exceed the design loading shown and never C11 stack materials on inadequately braced trusses. O �• ; e; 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 interested plates 0-'A& from outside a +' u U all other parties. edge of truss. p 5. Cut members to bear tightly against each other. cr 7 BOTTOM CHORDS 6. Pace plates on each face of truss at each This symbol indicates the t3 6 5 joinat 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 trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location detalls available In MITek 20/20 SOtiWar@ Or 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 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 rrilnimum 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 15. Connections not shown ore the responsibility, of others. 16. Do not cut or atter truss member or pate 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 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.MiTek ® 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 tr0 PERFORNL'• ANSIAPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MI1--7473 rev. 10-'08 I' r Truss Truss Type 5 6x8 _ 4 .. 6x6 = 1-1 -8 1-168 Endeavor Homes, Orovllle, CA 95965 Job Truss Truss Type 5 6x8 _ 4 .. 6x6 = 1-1 -8 1-168 PTASHNE B P3 - MONO HIP DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.00 5 >999 . 360 MT20 220/195 City Ply Pleshna R43699570 1 1 truss designed for 350 mplf drag ob e e e ce o 'o a 7.430 s Jul 25 2013 MITek Industries, Inc. Tue Jen 27 16:33:212015 Page 1 ID:R6txcGGXRZI f3xNBn'7F W W2zr5P6-dJPcfPOmhLxDAj23rdONPRC6uA_YAEmuMptJlKzfbyi oI- "o•s-o �-1-e • 5.00 12 Scale = 1:32.6 5x6 i 3 y 1.5x4!II 2 1 - 1 l . 5 6x8 _ 4 .. 6x6 = 1-1 -8 1-168 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.00 5 >999 . 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 32 lb FT=20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins; except BOT CHORD, 2x4 DF No.2 end verticals. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer REACTIONS (Ib/size) 4=63/0-5-8 (min. 0-2-2), 5=63/0-5-8 (min. 0-2-0) Max Horz 5=181(LC 19) i Max Upltft4=1994(LC 20), 5=2143(LC 17) • ' Max Grav 4=1971(LC 21), 5=2245(LC 24) } FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-299/304, 2-3=400/385 BUTTE BOT CHORD 4-5=-369/335 COUNTY -WEBS 2-5=-2185/2132, 2-4=-2022/2063. • BUILDING DIVISION NOTES ' 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 8=45ft; L=24ft; cave=oft; Cat. II; Ab.�Q APPROVED' -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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 4=1994, 5=2143. 5) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. --- 6) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads bottom along chord from 0-0-0 to 1-10-8 for 350.0 plf. LOAD CASE(S) Standard�� 76428 k. EXR co'16 .2=131 OFCA1.i�0¢ • .. �. ' January 28,2015 QWMNJ1YY+VAay.Qaalyn,pard9."M-WAFA,t11?O960NW$ANOl A!PIAJO>:9#N�?� r,A'A5E•MTi747,B±Rx.4/�9/i-0.4?,9tf13gEd/SE 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 stricture is the responsibility of the building designer. For general guidance regarding ei fabrication, quality control. storage. delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Infonnallo9� q -liable from Truss Plate Institute. 781 N. Lee Street, Suite 312. A exa d' VA '2314. Citrus Heights, C 95610 NSo.speco F�971mu6a5sty eAraAseasrSowAsr�wtAass si7514> ik)^x 9 A Symbols Numbering System ® 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. 64-8 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. 0.111 /j 2. Truss bracing must be designed by an engineer. For truss individual lateral braces themselves j 2 3 wide spacing, TOP CHORDS may require bracing, or alternative T, I, or Eliminator should be considered. ibracing T r ci-2 cK, WEBS 4 3. Never exceed the design loading shown and never p stack materials on inadequately braced trusses. O O 4. Provide copies of this tens design to the building For 4 x 2 orientation, locate �'� v U deli ner, erection supervisor, properly owner and interested plates 0-'Ag' from outside all other parties. edge of truss. Oc� p 5. Cut members to bear tightly against each other. t BOTTOM CHORDS 6. Place plates on each face of tans at each This symbol indicates theg 7 6 5 oint and embed fully. Knots and wane at joint locations are regulated by ANSWPI 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 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 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 10. Camber is a nonstructural consideration and is the width measured perpendicular 4 4 NUMBERSAETTERS. 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, 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 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or aller 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 ffdenvironmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review an 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 PERFORM.'" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: M11-7473 rev. 1a'OB Job Truss Truss Type OlyPly Ptashne Scale = 1:32.7 11 - I r � R43699571 PTASHNE_B P4 SPECIAL 2 1 truss designed for 350 pit drag . Job e e e ce o do a cnaeawr names, kdromne, csk nanoo a.wu s dm za zuu mi i art in......... - i ue dun a raaa:ce cu i a rage i ID: cOGXRZ1f3xNBn?FVWV2zr5P6-6Wz_1110Sf34otdFPLXcyekCBZl4voRlbTdsgnzr3yh ' t-169 � Scale = 1:32.7 11 ' Ll t • 4 3 - 3x6 II 6x6 = ' 1�I 1-taa LOADING (psf) SPACING ' 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP - TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.00 4 >999 360 MT20 220/195 - TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.00 4 >999, 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 26 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 r BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS_ 2x4 DF No.2 WEBS 1 Row at midpt 1-4.1-3 r ° MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer '•allatim guide.ti REACTIONS' (Ib/size) 4=63/0-5-8,(min. 0-2-6), 3=63/0-5-8 (min. 0-2-6), Max Hoa 4=179(LC 4) Max Uplift4=2215(LC 17), 3=2215(1-C 20) Max Grav4=2231(LC 24), 3=2231(LC 21) 1 4 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. COUNTY BUTTETOP CHORD 1-4=-2215/2222,1-2=-568/561 BOT CHORD 3.4=-657/637 BUILDING DIVISION WEBS 1-3=-2291/2291 +- - NOTES A P P ®�E 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. 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) 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 (jt=lb) 4=2215, ' 3=2215.. ------- 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. '9 ' 7) This truss has been designed for a total drag load of 350 pB. 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 pB.',p. 8) Graphical representation does not depict the size or the orientation of the along the top and/or bottom chord. , purlin purlin V.- 76$28S) LOAD CASEStandard - �' � � Q SXR 1.20V206 �N�R{93N514�?>tN.des!ya�aga.�.r6da.QSifADttl%7E611NAiI��Ntrl9�?I��#�fi'��'1{GEbf/ti•741ErRK.>!%�9%�4!t,.t�if � i i - Design valid for use only with MOek 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 V is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilfity, 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/TPll Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 So "t Intormalio vailable from Truss Plate Institute, 781 N. Lee Street, uite 312,Alex dr�a VA 22314. 'Citrus Heights, CA, 95610 SoSorrAeco89ne�wdtlr,>tmaiswr�41e0,+AoReGCo acednLcs 9514.1 9136yAtSi Symbols Numbering System AGene-ra.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. 64-8 dimensions shown in N-irrsixteenths 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. 0.1 2. Truss bracing must be designed by an engineer. For 2. truss individual lateral braces themselves 1 2 3 wide spacing, TOPCHORDS may require bracing, or alternative T. I, or Efiminator T bracing should be considered. T cr-s cza WEBS 3. Never exceed the design loadingshown and never materials on inadequately braced trusses. O �`< ;� 0 4. tN4stack Provide copies of this truss design to the building For 4 x 2 orientation, locale U = designer, erection supervisor, property owner and interested plates 0 -'Ad' from outside rL U allother parties. edge of truss. Or p 5. Cut members to bear tightly against each other. c� BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 oint and embed furry. Knots and wane at joint =aiions 1. required direction of slots in are regulated by ANSI/TPI 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% at 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 tnra 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 rrdromum 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 H. 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 (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 21 project engineer before use. Industry Standards:- ANSI/TPI1: National Design Specification for Metal 19. Review allportions of this 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 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 Metal Plate Connected Wood Trusses. Mitek Engineering Reference Sheet: Mll-7473 rev. 10208 r•, Job Truss Truss Type QtyPly PLATES GRIP FMashne Plates Increase 1.25 TC 0.22 Vert(LL) -0.00 2 >999 360 MT20 220/195 TCDL 10.0 843699572 PTASHNE_r B SJ1 JACK 4 1 WB 0.00 Horz(TL) -0.00 3 n/a n/a BC DL 10.0 ' (Matrix) ob efe e ce o do all rn9e r ID: R6txcQGXRZl f3xNBn7F W WLzr5P6-aiXM451 ODzBxQ 1 BRz22rUsHRFzfLeKcBg7MQMDzr3yg -2-0-0 2-0-0 1-11-11 • Scale = 1:10.4 3 Ie LOADING(psf) SPACING 2-0-0 CSI DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.00 2 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 2-4 >999 240 , BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BC DL 10.0 Code IBC2012rTP12007 (Matrix) f ` - Weight: 9 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 DF No.2 - , BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing r be installed during truss erection, in accordance with Stabilizer Ins tallationn guide. f REACTIONS (Ib/size) 2=265/0-5-8 (min. 0-1-8), 4=19/0-5-8 (min. 0-1-8),3=-10/Mechanical Max Horz 2=60(LC 8) Max Uplift2=127(LC 8), 3=-10(LC 1) t Max Grav 2=265(LC 1), 4=38(LC 3),8=22(LC 8) i • FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BUTTE COUNTY NOTES BUILDING DIVISION 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. 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 APPROVED 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 (jt=lb) 2=127. , 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI1TPI 1. ' LOAD CASE(S) Standard $QOf ESS/gA; \ N10- 10 U 'COD 76428 o EXE' 1. V2016 January 28,2015 yKAMM M&ONdiiasignp- a1M11WtlV?WtPWA_NOKW=01;WWQtWRrLQEWf-7471?EK.11191-MIA M Design valid for use only with Mlek connectors. This design Is based only 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 temporary bracing to insure stabi ity during construction is the responsibility 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/TPll Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Informatlo vallable from Truss Plate Institute, 781 N. Lee Street. iuiie 312 Alex d�rp VA 22314. Citrus Heights, CA, 85610 U,Sor1�AG03449(OW WbClr�P6d1 }9>ii�@d08B0�MYB3�fq 4s4.f 9.134/47 5�1�"AW 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. 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 tnm system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSL �i/i 6 2. Tnm bracing must be designed by an engineer. For tnm Individual lateral braces themselves j 2 3 wide spacing. TOP CHORDS may require bracing, or alternative T. I, or Eliminator T bracing should be considered. T ci-2 c24 WEBS 4 3. Never exceed the design loading shown and never Q stack materials on inadequately braced trusses. ON; �r� ; 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U s designer, erection supervisor, property owner and interested plates 0 -'Ag' from outside 0- �' u U oil other parties. edge of truss. p 5Cut members to beer tightly against each other. c� BOTTOM CHORDS 6. Place plates on each face of tens at each This symbol indicates the 8 7 6 5 1oint 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 trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location deta0s 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 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, sl¢e, 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, 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 15. Connections not shown are the responsibility of others. 16. Do not cut or atter truss member or plate without prior (supports) occur. Icons vary but 0 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. 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 ap 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. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER Tra PERFORM.' ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate J. Connected Wood Trusses. MTek Engineering Reference Sheet: MI1--7473 rev, 10208 r Job Truss Truss Type Qty PlyPtashne (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 - R43699573 PTASHNE_B SJ2 JACK 4 1 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES Job Reference o t'o a tnaeavor homes, urowae, cA soaoo r.asu s Jm zo tuts mi i eK inausmes, mc. i ue Jen d tb:ss:za zui o rage t ID: R6txcQGXRZI f3xN Bn7F W W2zr5P6-siXM451 ODzBxQ 1 BRz22rUsHRFzfLeKcBg7MQMDzr3yg -2-0.0 2-0.0 3-11-11 z-0-0 2-0.0 1-11-11 - s T Scale = 1:14.8 3 S-oo 12 r, 2. 2-0-0 2-0-0 LOADING (psf) . SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.00 2 >999 360 MT20 220/195 • TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012rrP12007 (Matrix) Weight: 12 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 erection, In accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=77/Mechanical, 2=287/0-58 (min. 0-1-8), 4=19/Mechanical Max Horz 2=82(LC 8) Max Uplift 3=25(!-C 8), 2=118(LC 8) Max Grav 3=77(LC 1), 2=287(LC 1), 4=38(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 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 . til 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 (jt=1b) 2=118. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard I BUTTE COUNTY BUILDING DIVISION qac U X6428 . Q q EXR I.V34L2-6�;' January 28,2015 W411tMSf96 S rfydeatgn,Ac'.w!' !6d�M 4fli1V?�BQA8AN0(i9p#PFAMi?F?fl3FffRF1t1E A6E•11fi7413 pvt1412--04!l, J/ MCI! 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 shownis for lateral support of individual web 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, OSB -89 and BCSI Building Component 7777 Greenback Lane. Suite 109 Safely Inlormatio valiable from Trus Plate Institute, 7 1 N. Lee Street. Suite 312 exq/2�r(q, VA 2&14. Citrus Heights, CA, 95610 eswtt+tco9at�l9t4ac[�e,b€se,,ypP .rsesG'%OiJ,.�1n_Jf9rn 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 f14n-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. x/16 2. Truss bracing must be designed by an engineer. For truss individual lateral braces themselves j 2 3 wide spacing, TOP CHORDS may require bracing, or alternative T, I, or Eliminator bracing should be considered. cr-2 C24 WEBS 3. Never exceed the design loading shown and never p stack materials on inadequately braced trusses. O ��� ; �i� ;0 N 4. Provide copies of this truss design to the building designer, erection supervisor, owner and For 4 x 2 orientation, locate 0- U property a0 other interested plates 0 -'Ag' from outside parties. edge Of truss. 0 0 5. Cut members to bear tightly against each other. c co- BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 1oinI 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 trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details avallable In MITek 20/20 SO}tWar@ 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 NUMBERSAETTERS. 10. Camber is a nonstructural consideration and is the width measured perpendicular 4 4 responsiMTity of truss fabricator. General practice h to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. ! , 11. Plate type, stre, 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 © 2006 MTekG 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. Consuft 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 r0 PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208