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HomeMy WebLinkAboutB17-0707 017-300-037 (2)Butte County Department nfDevelopment Services �����0F�~�N�77�� ""~"=~""" ~~�"°"�"^ 7County Center Drive, OroviUe,CA 95965 Main Phone 5yo.5uuroou Fax 530.538.7785 PLEASE PRINT CLEARLY SI�144TUREI AND' DATE. q el Print il5ame: PERMIT NO: BIN NO., r} / | —��r) —U`�--) / must not beAn the or Policy Number Name Namen structures) are issued by the State. Tell staff if this permit Is for a Mobile Home. Click city , Slat lzj� Phone Fax imail Cell SI�144TUREI AND' DATE. q el Print il5ame: PERMIT NO: BIN NO., r} / | —��r) —U`�--) / must not beAn the or Policy Number Name Namen structures) are issued by the State. Tell staff if this permit Is for a Mobile Home. Click Pe,:4L Mail') Add co', Mailingoddress Mailing Address Is this a Manufactured/Mobile Home (circle one) Yes I No city Stal Phone slat Fax Email Phone Cell CA Statelcense No. A6rtfcywAfk, ENil cc 14 45 30 SI�144TUREI AND' DATE. q el Print il5ame: PERMIT NO: BIN NO., r} / | —��r) —U`�--) / must not beAn the or Policy Number Name Lost �Ve structures) are issued by the State. Tell staff if this permit Is for a Mobile Home. Click Pe,:4L Mail') Add "e Mailingoddress C07 Is this a Manufactured/Mobile Home (circle one) Yes I No city Stal Phone Fax Email Cell CA Statelcense No. A6rtfcywAfk, SI�144TUREI AND' DATE. q el Print il5ame: PERMIT NO: BIN NO., r} / | —��r) —U`�--) / must not beAn the or Policy Number Carrier Lost �Ve structures) are issued by the State. Tell staff if this permit Is for a Mobile Home. Click IFirst Mailing Address "e Mailingoddress C07 Is this a Manufactured/Mobile Home (circle one) Yes I No Em6il Cell A6rtfcywAfk, re cc 14 SI�144TUREI AND' DATE. q el Print il5ame: PERMIT NO: BIN NO., r} / | —��r) —U`�--) / must not beAn the or *When filed, this application and all supporting material becomes subject to the California Public Records Am. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. � Revised 7.20.2015 Page ImI } Policy Number Carrier If hiring other than a licensed contractor, a certificate of vmriker's ,compensation must be shown at the time of permit issuance structures) are issued by the State. Tell staff if this permit Is for a Mobile Home. Click Name Mailing Address city I State TP *When filed, this application and all supporting material becomes subject to the California Public Records Am. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. � Revised 7.20.2015 Page ImI } Mobile Home permits (other than Installation, foundation, utilities & non-attached -0 z structures) are issued by the State. Tell staff if this permit Is for a Mobile Home. Click below to see Manufactured Home Alterations and Permit Guidelines at: http*/h~.hcd.ca.aov/codes/mhp/HCD Phoneo (916) 255-25011 Is this a Manufactured/Mobile Home (circle one) Yes I No Living Area:. Garage- 9S9 0 TOTAL SQ: U,Structure Built without permits , I—, Proposed Change of Occupancy/Use - Note previous/current use below: !Zoning: Flood Zone: Occup ncy Tpe Construction *When filed, this application and all supporting material becomes subject to the California Public Records Am. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. � Revised 7.20.2015 Page ImI } Department of Development Services " Tim Snellings, Director Pete Calarco, Assistant Director ty Butte Coun 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES PLAN CHECK SQUARE FOOTAGE VERIFICATION Permit Number: B17-0707 Owner's Name: MIK ASSOCIATES, Assessor's Parcel Number: 017-300-037 Date of Application: 4/19/2017 ,Square Footage Verification No Change:_ NOTES: Verified By:, Date: --1;7 (Plan Check Signature) Confirmed TRAKiT Updated by: Date:. At Application: Change To: Living Area 2648 Garage Area 858 d� Uovered Area 423• Open Area 0 No Change:_ NOTES: Verified By:, Date: --1;7 (Plan Check Signature) Confirmed TRAKiT Updated by: Date:. CERfiFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Rothfeld Residence Calculation Date/Time: 11:34, Mon, Jul 24, 2017 Calculation Description: Compliance Input File Name: Rothfeld Residence 2648.ribd16 BUTTE COUNTY CF1 R -PRF -01 Page 1 of 9 AuG 0 9 20V GENERAL INFORMATION�II� 01 Building Complies with. Computer Performance 01 Project Name Rothfeld Residence 03 This building incorporates one,or4more Special Features shown -below 05 02 Calculation Description Residence 08 Energy Use (kTDV/ft2-yr) 03 Project Location 57 Rocky Bluff Dr. Compliance Margin Percent Improvement 04 City Chico, CA 06 Standards Version Compliance 2017 06 Zip Code 95928 07 Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 08 Climate Zone CZ11 09 Software Version CBECC-Res 2016.2.1 (868) 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 345 1 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 2648 15 Number of Zones 1 16 Slab Area (ft2) 2648 17 Number of Stories 1 18 Addition Cond. Floor Area n/a 19 Natural Gas Available- Yes_ 20 Addition Slab Area!(ft2) n/a 21 Glazing Percentage (°lo) 15.5% COMPLIANCE RESULTS' l �' 01 Building Complies with. Computer Performance 02 This building incorporates features:;that require fieldaesting and/or;verification.by a cert'ified;HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one,or4more Special Features shown -below 05 'fir lig ± �It -AL ' REQUIRED SPECIAL FEATURES PERMIT #J31 ?-0 70 7 The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. BUTTE COUNTY DEVELOPMENT Sruly C • Whole house fan h I-ORCODE COMPLIANCE • Ceiling has high level of insulation p • Window overhangs and/or fins nnTr Registration Number: 217-P010123364C-000-000-0000000-0000 Registration Date/Time: 2017-07-24 11:59:42 CA Building Energy Efficiency Standards 1 2016 Residential Compliance Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-24 11-- jocl—xe — ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 21.84 19.66 2.18 10.0% Space Cooling 28.14 29.14 -1.00 -3.6% IAQ Ventilation 1.16 1.16 0.00 0.0% Water Heating 7.35 7.35 0.00 0.0% Photovoltaic Offset — 0.00 0.00 — Compliance Energy Total 58.49 57.31 1.18 2.0% REQUIRED SPECIAL FEATURES PERMIT #J31 ?-0 70 7 The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. BUTTE COUNTY DEVELOPMENT Sruly C • Whole house fan h I-ORCODE COMPLIANCE • Ceiling has high level of insulation p • Window overhangs and/or fins nnTr Registration Number: 217-P010123364C-000-000-0000000-0000 Registration Date/Time: 2017-07-24 11:59:42 CA Building Energy Efficiency Standards 1 2016 Residential Compliance Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-24 11-- jocl—xe — CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Rothfeld Residence Calculation Date/Time: 11:34, Mon, Jul 24, 2017 Calculation Description: Compliance Input File Name: Rothfeld Residence 2648.ribd16 CF1 R -PRF -01 Page 2 of 9 HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow, • Verified EER • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: • -- None -- BUILDING - FEATURES INFORMATION n • 01 1'02', 03 04 05 06 07 Project Name • r s t Conditioned Floor.Area..(ft2).. Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Rothfeld Residence 2648 --'; -"` 1 4. 9 Water Heater ZONE INFORMATION 0102., {w� P_ i_CO3 t U 3� 04�_) IS 105 6 \+st F1 06 07 Zone Name Z ne Type VC HSystem ame or"Area kone� Z IV (ft) ; g Ceiling Height Water Heating System 1 Water Heating System 2 Conditioned Conditioned HVAC System 1 2648 9 Water Heater Registration Number: 217-P010123364C-000-000-0000000-0000 Registration Date/Time: 2017-07-24 11:59:42 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-24 11:34:50 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Rothfeld Residence Calculation Date/Time: 11:34, Mon, Jul 24, 2017 Calculation Description: Compliance Input File Name: Rothfeld Residence 2648.ribd16 CF1 R -PRF -01 Page 3 of 9 OPAQUE SURFACES C' I I ff 1L)J, A 1L)I 0102 / � �� (04 04 It 1 .yK s, 06 07 08 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft) Tilt (deg) Fwall Conditioned R23 BIB R4 Stucco Wall 345 Front 738 191.6 90 Bwall Conditioned R23 BIB R4 Stucco Wall 165 Back 738 151 90 Rwall Conditioned R23 BIB R4 Stucco Wall 255 Right 369 48 90 Lwall Conditioned R23 BIB R4 Stucco Wall 75 Left 199.5 40 90 GarToHouse Conditioned—Garage Gar House R19 169.5 21.3 Ceiling (below attic) 1 Conditioned R49 Ceiling below attic 2648 Gwall Front Garage Garage Ext Wall 345 Front 321 225 90 Gwall Left Garage Garage Ext Wall 75 Left 216 0 90 Gwall Right Garage Garage Ext Wall 255 Right 46.5 0 90 Gwall Back /' �` `Garage Garage Ext Wall 75 Left 321 0 90 Gar Ceiling 19d Garage.. . RO CIgBIwAttic Cons 858 ATTIC C' I I ff 1L)J, A 1L)I 0102 / � �� (04 04 It 1 .yK s, 06 07 08 Name Coristructioni Type �,� Roof£RseRoofReflectance, ,,;.Roof Emittance Radiant Barrier Cool Roof II Gar Attic Asphalt RB Roof ti + 0en6lated" * "`" 6 't 01.0* r 0.85 Yes No Attic Asphalt RB Roof Ventilated 6 0.1 0.85 Yes No Registration Number: 217-PO10123364C-000-000-0000000-0000 Registration Date/Time: 2017-07-24 11:59:42 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-24 11:34:50 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD � CF1 R -PRF -01 z Project Name: Rothfeld Residence Calculation Date/Time: 11:34, Mon, Jul 24, 2017 Page 4 of 9, , Calculation Description: Compliance + Input File Name: Rothfeld Residence 2648.ribd16 FENESTRATION / GLAZING 01 02 03 04 Name Side of Building 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (ft) U -factor SHGC Exterior Shading 1640 SH 1 Window Fwall (Front -345) 1.5 4.0 1 � 6.0 0.31 0.21 Insect Screen (default) 3040 FX Window Fwall (Front -345) 3.0 4.0 1 12.0-j 0.31 0.21 Insect Screen (default) 1640 SH 2 Window Fwall (Front -345) 1.5 4.0 1 { 6.0--J 0.31. 0.21 Insect Screen (default) ' 5040 FX Window Fwall (Front -345) 5.0 4.0 1 [20.0 j 0.31 0.21 Insect Screen (default) 3080 FR Window Fwall (Front -345) 3.0 8.0 1 _24.0 0.29 0.29 Insect Screen (default) 3640 SH 1 Window Fwall (Front -345) 3.6 6.0 1 121.6) 0.31 0.21 Insect Screen (default) 3640 SH 2' Window Fwall (Front -345) 3.5 6.0 1 21.0 0.31 0.21 Insect Screen (default) 3640 SH 3 Window Fwall (Front -345) 3.5 6.0 1 1,21.01 0.31 0.21 Insect Screen (default) 6040 XO Windowf f�-'. Fwall (Front -345) . 6.0 ..'4.0 1 124.0- 0.31 0.21 Insect Screen (default) 2040 SH 1 Windouu/ - Fwall (Front -345) 2.0 4.0 • 1 (8.07 0.31 0.21 - Insect Screen (default) 2040 SH 2 '��1N1ndow _,a,,-Fwall (Fron4=345) 2.0 4.0 1 r8.0�- - 0.31 0.21 Insect Screen•(default) 6040 FX Window BBwwaall (Back}1i65) 6:0 (fes^ 4.0 �E 3 1 �_.�. 24:0 0.31 0.21 Insect Screen (default) 5040X0 1 Wiridow+'' 'fk tt Bwall,(Back�1'65j F 5.0 `*:x`4.0 . (1 -20.01 0.31 0.21 Insect Screen (default) 4020 XO Window Bwall (Back -165) 4.0 2;0 1 ' 4 -8 0 r 0.31 0.21 Insect Screen (default) 5040 XO 2 Window Bwall (Back2,165) R5 -d 4.0 1 20.0 0.31 0.21 Insect Screen (default) (2) 3080 FR 2 Window Bwall (Back -165) 3.0 8.0 2 (48.0 0.29 0.29- Insect Screen (default) 4040 XO Window Bwall (Back -165). 4.0 4.0 1 (16.0f 0.31 - 0.21 Insect Screen (default) 5030 XO Window Bwall (Back -165) 5.0 3.0 1 15.0f 0.31 0.21 Insect Screen (default) (2) 3080 FR Window Rwall (Right -255) 3.0 8.0 2 ' 48.0 0.29 0.29 Insect Screen (default) 2660 FX Window Lwall (Left -75) 2.5 6.0 1 [15.01 0.31 0.21 Insect Screen (default) 5050 FX Window Lwall (Left -75) 5.0 5.0 1 25.01 0.31 0.21 Insect Screen (default) OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft) U -factor Front Dr Fwall x20.0 0.50 GarToHouse Dr GarToHouse 21.3 0.50 GDoor Gwall Front 81.0 1.00 Gdoor 2 Gwall Front 1,144.01 1.00 - Registration Number: 217-P010123364C-000-000-0000000-0000 Registration Date/Time: 2017-07-24 11:59:42 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-24 11:34:50 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Rothfeld Residence Calculation Date/Time: 11:34, Mon, Jul 24, 2017 Calculation Description: Compliance Input File Name: Rothfeld Residence 2648.ribd16 CF1 R -PRF -01 .Page 5 of 9 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up 1640 SH 1 2 2.3 2 6 1 0 0 0 0 0 0 0 0 3040 FX 2 2.3 3 3 1 0 0 0 0 0 0 0 0 1640 SH 2 2 2.3 6 2 1 0 0 0 0 0 0 0 0 5040 FX 2 2.3 2 2 1 0 0 0 0 0 0 0 0 3080 FR 16 2.3 2 13.5 1 0 0 0 0 2 4.5 13.5 0 3640 SH 1 16 2.3 6 8.5 1 0 0 0 0 2 4.5 8.5 0 3640 SH 2 16 2.3 9 4.5 1 0 0 0 0 2 4.5 4.5 0 3640SH3 16',4` 2.3 13 1 1 0 0 0 0 2 4.5 1 0 6040 XO 2' �f .. 2.3 5 20 1 0 0 0 0 0 0 0. 0 2040 SH 1 22 -- 2.3 -- .•--�--16m 1' ' "' 13 1 0 0 0 0 0 0 0 0 2040 SH 2 '- :2 ,.--2.3-' � X25 f2 �1, � t»0 � 0i 0 0 0 0 0 0 6040 FX i f 2,�r• �{\2.3 7 30 C, I t o 01 k 1, 0 2 4.5 0.5 0 5040 XO 1 `A2'' 2.32k . k2...i' ".,:� ' 11t t 0 0 17 0U L D. ()� 0 0 0 0 0 4020 XO '✓� 2 X23+30 F P,301% 2 1 4;1 F 4 0 2 4.5 2.5 0 5040 XO 2 2 2.3 2 2 1 0 0 0 0 0 0 0 0 (2) 3080 FR 2 2 2.3 30 30 1 2 4.5 3 0 2 4.5 9 0 •4040 XO 2 2.3 30 30 1 0 0 0 0 2 4.5 1 0 5030 XO 2 2.3 30 30 1 0 0 0 0 5 4.5 0.5 0 (2) 3080 FR 12 2.3 4 4 1 0 01 0 0 0 0 0 0 • 2660 FX 2 2.3 20 10 1 35 4 2.5 0 0 0 0 0 5050 FX 6 2.3 25. 1 1 6 4 0.5 0 0 0 0 0 Registration Number: 217-P010123364C-000-000-0000000-0000 Registration Dateffime: 2017-07-24 11:59:42 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-24 11:34:50 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Rothfeld Residence Calculation Date/Time: 11:34, Mon, Jul 24, 2017 Calculation Description: Compliance Input File Name: Rothfeld Residence 2648.ribd16 �31[TI7:7zr7�1 Page 6 of 9 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 02 ' " ` ` 03 ' 04 ' 05 Total Cavity Winter Design Name Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers Conditioned 2648 246 None 0.8 No • Inside Finish: Gypsum Board Garage 858 119.3 None 0 No • Cavity/ Frame: no insul. / 2x4 Garage Ext Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 Exterior Finish: 3 Coat Stucco Ceilings (below 2x4 Bottom Chord of Truss @ 24 Inside Finish: Gypsum Board RO CIgBIwAttic Cons attic) Wood Framed Ceiling in. O.C. none 0.481 Cavity/Frame: no insul. /2x4 Btm Chrd • Cavity / Frame: no insul. 12x4 • Roof Deck: Wood Siding/sheathing/decking Asphalt RB Roof Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board Ceilings (below "=. 2x4 Bottom Chord of Truss @24 Cavity/ Frame: R-9.1 /2x4 Btm Chrd R49 Ceiling below attic attic) !i Wood Framed Ceiling in. O.C. R 49 0.020 Over Ceiling Joists: R-39.9 insul. f r Inside Finish: Gypsum Board Cavity / Frame: R-23 / 2x6 R23 BIB R4 Stucco Wall l Exterior Walls - Wood Framed Wall — ^ 2x6 @ 16 in. O.C. R 23 0.049 Exterior Finish: R4 Synthetic Stucco J i � a Inside Finish: Gypsum Board Cavity / Frame: R-23 / 2x6 Gar House R19 Interior:Walls'% Wood Framed Wal 2I x6.;@ 16 inj O C R 23� Other Side Finish: Gypsum Board (0.061 SLAB FLOORS Dice, t I, -.A r-- Inr 4-- r* t,-* . .i Ir r% # Distribution Type Water Heater Number of Heaters Solar Fraction (%) Water Heater DHW 01 02 ' " ` ` 03 ' 04 ' 05 06 07 Name Zone Area (ft) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Heated Slab On Grade Conditioned 2648 246 None 0.8 No Gslab Garage 858 119.3 None 0 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required — WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) Water Heater DHW Standard Tankless .82 (1) 1 n/a Registration Number: 217_P010123364C-000-000-0000000-0000 Registration DateRme: 2017-07-24 11:59:42 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-24 11:34:50 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Rothfeld Residence Calculation Description: Compliance Calculation Date/Time: 11:34, Mon, Jul 24, 2017 Input File Name: Rothfeld Residence 2648.ribd16 CF1 R -PRF -01 Page 7 of 9 WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 Distribution Name HVAC System 1 Other Heating and Cooling System Furn 95 Tank Energy Attic R-8 Tank Insulation Not Zonal Single Speed Tank Location or Heater Number Volume Factor or Input R -value Standby Loss / Ambient Name • Element Type Tank Type of Units (gal) Efficiency Rating/Pilot (Int/Ext) Recovery Eff NEEA Heat Pump Type Condition Tankless .82 Gas Small 1 0 0.82 EF 195,000 Btu/hr R-0 n/a /n n/a Instantaneous SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name HVAC System 1 Other Heating and Cooling System Furn 95 14 SEER - 12.0 EER HVAC Fan 1 Attic R-8 HVAC - HEATING UNIT TYPES 01 01 ) ° �, 't 02 03 04 Name - - -•' """ y �w*�- - System Type Number of Units Efficiency Furn 95 rt ,.•CntrIFurnace z:;, ., =,ems T 1 95 AFUE HVAC - COOLING UNIT TYPES !�" " 01 `f 02-+` ''n.` 103 " t U4 �^# U5;'d ( .°"a 006Y � 07 08 Name System Type Number of Units EER SEER Zonally Controlled Compressor Type HERS Verification 14 SEER - 12.0 EER SplitAirCond 1 12 14 Not Zonal Single Speed 14 SEER - 12.0 EER -hers -cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge 14 SEER - 12.0 EER -hers -cool Required 350 Required Not Required Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Attic R-8 DuctsAttic Sealed and tested 8 Attic None Attic R -8 -hers -dist Registration Number: 217-P010123364C-000-oo0-0000000-0000 Registration Date/Time: 2017-07-24 11:59:42 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-24 11:34:50 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Rothfeld Residence Calculation Description: Compliance Calculation Date/Time: 11:34, Mon, Jul 24, 2017 Input File Name: Rothfeld Residence 2648.ribd16 CF1 R -PRF -01 Page 8 of 9 HVAC DISTRIBUTION - HERS VERIFICATION � Q4'. �`°� 05 06 IAQ Recovery _ IAQ•FanType' ) Effectiveness(%) HERS Verification 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Attic R -8 -hers -dist Required 5.0 Not Required Not Required Not Required Not Required — HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 t. 02 03 Name , Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1 -hers -fan ; '� '� Required 0.58 IAQ (Indoor Air Quality) FANS 03u 01t: r'' 02-t�Ie € Dwelling Unit '� IAQ CFM' (IAQ W tt /CFM � Q4'. �`°� 05 06 IAQ Recovery _ IAQ•FanType' ) Effectiveness(%) HERS Verification SFam IAQVentRpt 64 t K 0.25"' K Q UDefault-, 0 Required COOLING VENTILATION 01 02 03 04 05 06 Name Airflow Rate (CFM/ft2) Cooling Vent CFM Cooling Vent Watts/CFM Total Watts Number of Fans Whole House Fan 1.5 3972 0.1 397 1 Registration Number: P17-Po10123364C-000-000-0000000-0000 Registration Date/Time: 2017-07-24 11:59:42 HERS Provider: CaiCERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-24 11:34:50 - CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Rothfeld Residence Calculation Description: Compliance Calculation Date/Time: 11:34, Mon, Jul 24, 2017 Input File Name: Rothfeld Residence 2648.ribd16 CFI R -PRF -01 Page 9 of 9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: �re'S c�erL Greg Peitz Company: Signature Date: Gregory A. Peitz Architecture 2017-07-24 11:59:42 Address: CEA/HERS Certification Identification (If applicable): 383 Rio Lindo Ave City/State/Zip: Phone: Chico, CA 95926 530-894-5719 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 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. f // ! documents, 3. The building design features`orsystem design features identified -on this Certificate of Compliance are consistent with the information provided on other applicable compliance worksheets, calculations, plans and specifications submitted o<the enforcement.agency,for approval.with.this,building permit application. Responsible Designer Name:RLespon§iblebesigner Signature: Greg Peitz i.�'. '�`., ' -- Company:rf Date Signed: 411:5 Gregory A. Peitz Architecture 2K7-042 :4 Address: License: 383 Rio Lindo Ave C21283 City/State/Zip: Phone: Chico, CA 95926 530-894-5719 Digitally signed by Ca/CERTS. This digital signature is provided in order to secure the content of this registered document, and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 217-Po10123364C-000-000-0000000-0000 Registration Date/Time: 2017-07-24 11:59:42 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 o, o r� Easy to Verify at CaICERTS.com HERS Provider: CaICERTS inc. Report Generated at: 2017-07-24 11:34:50 June 1, 2017 Brett Garrity Construction P.O. Box 6007 Chico, CA 95927. Department of Development Services 7 County Center Drive Oroville, California 95965 Assessor Parcel Number: 017-300-037 Building Permit Number: B17-0707 Plan Check 91 Description: New Single Family Residence Occupancy Classification: Construction Type: Stories: Fire Sprinklers: Building Total Area: Covered Area: T: 530.538.7601 F: 530.538.7785 R-3 / U V -B 1 Yes R-3 @ 2648 sf / U @ 858 sf 423 sf Tim Snellings, Director Pete Calarco, Assistant Director buttecounty.net/dds BUTTE COUNTY AUG 0 W ZOIC: DEVELOPMENT SERVICES Plan Check Response B17-0707 8-& 17 Thank you for submitting permits for your building project. The permit documents have been reviewed and comments are listed below. Please respond in writing to each comment. Complete and clear responses will expedite the re -check and approval of this project. Please provide two revised plan sets with your response. GENERAL COMMENTS: Indicate on the plans that a separate permit is required for the automatic residential fire sprinkler system and it shall be installed in accordance with C.R.C. Section R313.3 or NFPA 13D. C.R.C. Section R313.1.1 -Noted on Page 1 Update the code references on Sheet WUI to the correct CRC R337 Sections. ode references on sheet WUI have been updated. ARCHITECTURAL COMMENTS: JKAmend the plans to show that the door between the garage and dwelling unit shall be self -latching too. C.R.C. Section 302.5. -Noted on floor plan Amend the plans to indicate that glazing in the bathroom to be tempered if located less than 60" high. C.R.C. Section R3o8.4. -Noted that window head heights shall be @ 7'-0 above F.F. on Page 1 Show the location of the required underfloor access. - Under floor access shown on foundation plan under W.I.C. @ Master Suite ELECTRICAL COMMENTS Electrical outlets are required within 6' of a.wall break. Provide outlets in the foyer and in master bedroom. -Added (1) outlet at foyer and added (1) outlet to master bedroom. PLUmBINU UQMMEN1 S Please specify or provide detailing depicting the special venting requirements for island sinks per CPC Section 909. -n/a, there are no island sinks shown on these plans. se -l -V19 1 1 i L57' C, ---3;e y z r Provide a gas line diagram. Include the pipe type, length, size, and all appliances it will be serving along with their BTU's. -Gas line diagram shown on page 5 ENERGY COMMENTS Please list on the cover sheet all Energy requirements for the "Special Feature" (Radiant Barrier) and HERS Verification (Duct Testina). California Enerav Commission. Certificate of Compliance, form CF -1R -Radiant Barrier requirement shown on page 1, HERS Verification Requirements on form CF -1 R. Please clearly note and show that the required "Radiant Barrier" is also to be installed on all vertical surfaces and gable end walls in the attic. California Enerav Commission Certificate of Compliance. form CF -1R. -Note added to page 3 Update enerav report and plan sheet 3 to match insulation values. =Section A-3 has been updated to match energy report . Update energy report to match floor plan fenestration areas. Floor plan right and back walls have (2)3080 doors, but energy report only shows 24 Sq Ft for these. -Energy report updated to match floor plan. XProvide notes to specify that systems using gas or propane water heaters for individual dwelling units shall include the following requirements of Section 110.0(b)l Section I10.0(b)l.150.0(n)l: A. A 120V electrical receptacle that is within 3 feet from the water heater and accessible to the water heater with no obstructions; and B. A Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; and C. A condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and D. Gas supply line with a capacity of at least 200,000 Btu/hr. - These notes added to page 5 under "Water Heater Mandatory Features" CALGREEN COMMENTS 14. Please provide a Construction Waste Management form. CalGreen Section 4.408. -Provided by Contractor Update erosion control notes on the site plan to say erosion control plan shall be in place during construction. CalGreen Section 4.106.2. -Updated site plan notes. ' Please specify ignition resistant or non-combustible eaves and soffits in accordance with CRC Section 8337.7.5. (Open Roc Eaves require noncombustible or ignition -resistant materials. Such as fire-resistant plywood or OSB. Refer to SFM web site above for approved materials.) Specify on the plans what will be used. -Noted on details 1-6 and 2-6 on page 6 . Please specify ignition resistant or non-combustible exterior porch ceilings in accordance with CRC Section R337.7.6. Spec on the plans what will be used. -Noted on floor plan that ceilings at cov'd porches will be stucco soffit ceilings STRUCTURAL COMMENTS: 1. Provide calculationsfor lateral force resistance (wind and seismic) of the covered porches at the family room and the master bedroom. -See structural calfs page 16. The Department of Development Services is currently open to the public from 8:00 am to 3:00 pm. If you wish to discuss these plan check comments, please call during our business hours or contact us by e-mail at the address below. Permit status can be tracked by logging on to http://www.buttecouniy.net/dds and clicking Building Permits Status. Efrain Ruvalcaba Plans Examiner 530.538.2875 eruvalcaba@buttecounty.net Philo Hunt, P.E. Plan Check Engineer 530.538.2130 phunt@buttecounty.net GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (530) 894-5719 PROJECT: _Poor HFEL'D 2 :o4 8 I have reviewed the truss submittal for the above projedt and all loading design criteria have been met. Gregory A. Peitz Architect BUTTE COUNTY BUILDING DIVISION APPROVED li l 7-1170 7 11.1 U ASF 1"A R (.:(.11. 411012.11.1'7. MINIMUM EROSION AND SEDIMENT, CONTROLS FOR PRO.EGTS DISTURBING LESS THAN ONE ACRE \ \\ .�\ �4E BMP5 (BEST MANAGEMENT PRACTICES) L15TM GONG. \ DRIVE N j� BELOW MUST BE IN PLACE AT ALL TIMES --0u 551' THROU&HOUT THE YEAR. THE; BMPS LISTED ARE \ MIN. I MINIMUM REGiUIREMENTS AND ADDITIONAL BMPS GLRI I I COULD BE REGNUIRED BASED ON SITE CONDITIONS. , I. STABILIZED ENTRY, PROVIDE MINIMUM S° TO b' +' FRACTURED ROCK 50' LONG x I5' WIDE BY b° DEEP OVER CONSTRUCTION GRADE FABRIC. 2. ALL SOILS TRACKED ONTO PAVED ROADWAYS 553 MUST BE GLEANED ON A DAILY BASIS. WHEN — — 554' STREETS ARE WET OR DURING A RAIN EVENT THERE � 555 , SHALL NO TRACKING OF SOILS ONTO THE 5. WATTLES SHALL BE INSTALLED PROPERLY, BEHIND CURB OR 51DEWALK5. ---_ — — — 'Waft ftwAft _ _ 4. ROCK 5AG5 (MINIMUM 2 PER SIDE) AT ALL DRAIN ROCKY BLUFF DR. — ---_ INLET LOCATIONS WITHIN 150' OF THE PROJWT I — — — — _ ftftft SITE. _ _ _ _ S. INTERNAL FILTERS SHALL BE PLACED INSIDE EACH _ DRAIN INLET. ---_ b. TRASH BARS SHALL BE PLACED ACROSS THE BACK OF ALL DRAIN INLETS. 1. STABILIZE ALL DISTURBED SOILS IN THE FRONT - YARD AREAS WITHIN IS' OF THE BACK CURB OR SIDEWALK. (STRAW OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION) \ 547' 0. STABILIZE ALL SLOPES WHERE EROSION COULD / OCCUR AND CAUSE SILT RUN OFF. (STRAW, I / VISCLEEN OR EROSION BLANKETS MAY BE USED \ FOR THIS APPLICATIOW I / 4. ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION AWAY ' FROM SIDEWALKS AND STORM DRAIN INLETS. g48 ^ 10. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE 51TE MUST BE KEPT OFF OF STREETS AND SIDEWALKS AND A LEAST 50' FROM THE NEARESTCO \ STORM DRAIN. / 11. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD BOXE5, PAINT BUGKETr, GLEANING MATERIAL I / CONTAINERS, ETC,. COME IN G:ONTACT WITH ANY I \ \ \ RAINFALL OR STORM WATER,RUNOFF. a I 12. PROVIDE A S. I�FOR WASHOUT. MAY BAILS LINED WITH VISOUEEN MAY BE L USED FOR THI5 APPLICATION. ROLLAWAY BINS MAY I ALSO BE USED. ALL CONCRETE WA5HOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. , 13. AFTER INSTALLATION OF THE ABOVE ITEMS ARE COMPLETE, A MAINTENANCE PROGRAM NEEDS TO I i 549' EXISTING I BE DEVELOPED TO INSURE THE CONTINUED — GONTOUR EFFECTIVENESS OF YOUR BMPS. _ — — — _ _ TYR I -----.`��-� +\ t ', \\\•� \\\�. _ 5477' 550' I \ I 54b' 551' I1 ONTOUR \ TYP. - u LA — .YQ�. • j� 1552' I ---------- — Q (� , fO7� PERMIT # DEVELOPMENT SERVICES BUTTE COUNTY FmmEWED FOR 0()DF- COMPLIANCE DATE S REV. DATE BY: Q 8-8-1�1 JMR GREGORY A. PEITZ ARCHITECT 383 Rio Undo Ave. Chico. CA. 95926 (530) 894-5719 1 PROPOSED 1500 GAL. SEPTIC TANK r S 1 TE PLAN NORTH OWNER: BRYANT ROTHFELD 51TE INFO: 51 ROCKY BLUFF DR. SHEET ADDRE55:5111 SAWYERS BAR LN. CHICO, CALIFORNIA CHICO, CA. g5q-13 1.21 ACRES PHONE: (550) 520-201501 APN: 011-500-051-000 of: ONE \ \\ .�\ • I GONG. \ DRIVE N j� --0u 551' \ MIN. I ' GLRI PROPOSED 1500 GAL. SEPTIC TANK r S 1 TE PLAN NORTH OWNER: BRYANT ROTHFELD 51TE INFO: 51 ROCKY BLUFF DR. SHEET ADDRE55:5111 SAWYERS BAR LN. CHICO, CALIFORNIA CHICO, CA. g5q-13 1.21 ACRES PHONE: (550) 520-201501 APN: 011-500-051-000 of: ONE \ \\ • I GONG. \ DRIVE I \ lk—UTILITIE5 I I 553 — — 554' 555'---------- ------ \ ------- \ 555 , 556' _a—z — _ P.O.G. TO I IOb.OI =INE-- _ \ 556' ROCKY BLUFF DR. PROPOSED 1500 GAL. SEPTIC TANK r S 1 TE PLAN NORTH OWNER: BRYANT ROTHFELD 51TE INFO: 51 ROCKY BLUFF DR. SHEET ADDRE55:5111 SAWYERS BAR LN. CHICO, CALIFORNIA CHICO, CA. g5q-13 1.21 ACRES PHONE: (550) 520-201501 APN: 011-500-051-000 of: ONE Y '>iF ± ,v T: +.±?C•.w1'ix 1Yp {� �` v'{�„�•f'.. r• , se F. Y t d iy =3 GR E G-OR Y A. P,E IT Z , i AR- C.H.ITECT r 383 Rio Lindo Ave. Chico, CA: 95926 (530) 894-5719 -Structural C a I c ul, a. fibh s for. • d'C t�F�L 1� ZCo .� .. .. 'ARC, * No. C2128 REN. / C71 A M f.S ,A k t" •, ` .Z r ,,v, i'417 NSF,GlW 4 ()V i h PEN p r J JAStructurahDesign Data - Residential.doc DESIGN DATA Code used: 2016 California Building Code Floor loading- Live loads: Uninhabitable attics w/o storage: 10psf Uninhabitable attics w/ limited storage: 20psf Habitable attics and sleeping areas: 30psf All others except balconies and decks: 40psf Dead load -101bs/square foot Roof loading: Live loads-, 20lbs/SF - Dead.loads- - Typical roof -14 lbs/SF Comp roof Wind loading: Basic 3 -second gust wind speed (mph) 110 Wind importance factor, 1 1.00 Wind exposure category C Internal pressure coefficient, GCpi +/-0.18 Seismic: Seismic importance factor, 1 1.00 - Mapped spectral response acceleration; Ss 0.70 S1. 0-25 Site class D Design spectral response coefficients; SDS 0.579 SD 1 ' 0.31.7 Seismic design category D Basic seismic -force -resisting systems) Bearing wall system — plywood shearwalls • Seismic response coefficient(s), Cs 0.089 Response modification factor(s), R 6.5 Analysis procedure; Equivalent lateral force procedure' f ` J WIND ANALYSIS Simplified Envelope Procedure Per ASCE 7-10, Chapter 28. 1. Risk category 2 (table 1.5-1) ' 2. Basic wind speed: 110 mph (figure 26.5-1A) 3. Exposure: C (section 26.7) 4. Kzt = 1.0 (section 26.8) r 5. X = 1.21 (figure 28.6-1) 4 6. Roof slopes:. 26.570 (6/12) ' 7. Mean roof height: 15 ft. PS = X Kzt POO (.eq. 28.6-1) Wind Pressures ; Roof internal zone: (7.80 psf) (.6) = 4.68 psf Roof end zone: (8.87 psf) (.6) = 5.33 psf [(2)(4.68psf) + (5.33psf)] / 3 = 4.91 psf average overall wind pressure Wall internal zone: (20.98 psf) (.6) = 12.59 psf Wall end zone: (28.22 psf) (.6) = 16.93 psf [(2)(1,2.59psf) + (16.93psf)] / 3 = 14.04 psf average overall wind pressure .r i ' f I t twWW NUfW a CD tni 0 �- N N v V ='N ! o - �i al bq - G I 5' "bo, 5 S Ito �+ iia (51: 7-/z) C. �z)-(as-43 l 2 !�— ����� 55 r { f 7 �+ iia (51: 7-/z) C. �z)-(as-43 l 2 !�— ����� 55 r { - - _ -- -- - - - - -' .I_ . !.-'-SHEARWALLS-'; i.® 3/811: GL7X; ply w/ 18d's @ ; � 12 o.G. ( ! • II : coat plaster AT ALL. SU.F?PO.RTS I . BLOCKEQ I: + ANCHOR BOLTS-' I i I 1 ' GBG specified /2 i� a b s, @ 6 O o c w/ min I I 1 1.0 % ah- ..chor r 1 A '5 /-RBC i 0 RBG s@ i o c 7 E F .' I + I . ; O• NONE I --OVERTURNING-1- -4- No .OVERTURNING- "i i : : O No holdown's rec�'d ; a — —.. t ,• O :G516 Holddown Straps to Rim Joist below , 1 ; Portal Fr ome ,w% ''Sirnps!oh" �ST6224 stropa .from 4x j I post to continous header. HDU2, SSTB16 "C�; S'ingle 'pour, 55TB20 @ 2 Pour I ' O HDU4;--SSTB2cQ 6 --Single pour, 55TB24 @-'2 Pour` COLLECTOR 'COLLECTOR'/"-. r: I D .. (' 16d's per top."e O G516 strap splices.- E-1 plices.❑ ST6224 strop sp l ices D Drag Truss sp.l ice 15 L iz `-- , ~ itt�' ` WALS= I "t "_tom' ��'} • L SHEARWALLS. I_ ) r s 3/�',I2 'oµc. ❑ ' 3 coot taster AT ALL'iSUFFO R TS,j i_ IBLOCKED } d- ANCHOR BOLTS_.. c i • i� 1 C t i f �� I� ».f � I —f -— F._ - I i ❑i GBG'specified %2" �� a b.'s' c� 6' O," o.c. w/ min. ! 1 1 1 --- ' (2) la.I er wall ismadequate nw,! _, j2_ ..,anchor bolts}•@__ o:c-._��_._\ , - !-i_. _ _; _�_ _� - - ---. . A35 % RBC ®' A35's i �❑ i NONE REQ'D 1.,.i • � -� - _� -�' - I yj-._J._ � _' _I ., �_4 i � ,�__! _-'_ ; I- � _', , . _ -. OVERTURNING ' !` I i_ j I 11, No holdown ' 6516 Holddown Strap's to Rim Joist below For-tal Frame fw/ 'ISi'mpsoh" 1576 224 straps frorr 4x! ' i .post to contjnous header. i i HDU2, 55TB16 ;@' Single pour, SSTB20 @ 2 Four - O HD 14;-SSTB20--@ -Single, pour; 55TB24- @ 2 Pour ; } COLLECTOR /"CHORD' } . • ( ) 16d's per top R sp I ice _ 6516 strap splices r ❑ 5T&224 strap splices , Drag Truss ❑ (- ) 16d's 'per top R splice ❑ G516 strap sp I ices ❑ 5T6224 strap sp I ices `'� 37 Drag Truss R� i. SHEAR-WALLS-- a3/8"` GIDX ply. w/ '8d'sC ' ; ,12 o:� I , ! Ell` 5 coat plaster i i ❑ I .- )'OL(I ) AT : ALL_SUPPORTS,� ._ GBLOGKEID .gyp ba w/ 61)@ . . i- --ANCHOR=BOLTS I _ i i ! 6 , 1 y i I } ! < i i i _. _ I (a bis per wall- is adec.Uate - i ' 0 anchor-; bolts ; _ A35 _ / RBC 1 ; j iv I ! 1 I I A35 .. i O.. ; .. NONE REQ'D J. ! L ❑ ' No holdown's re_ c�'d i, 6516 Holddo-wn St'raps tol Rim Joist below- Portal Frame iw% ':Simpsor" :STI 224 straps from 4x' i post to -continous header: HDU2, SSTB16 C�.`5,ingle .pour- SSTB20 @ 2 Pour ❑- HDU4; SST-E3-2; o -b Single; pour, 55TB24- -2 PoUr, COLLECTOR%-CHORD . ❑ (- ) 16d's 'per top R splice ❑ G516 strap sp I ices ❑ 5T6224 strap sp I ices `'� 37 Drag Truss i I . R = ,_ L.G .�-�. _.WALLS= � �'-,� r • , _��. , , 1 SHEARWALLS- j 0 i 3/8" GDX pl.y. w/ '8d's (� ?,12 o.c. 0 3 cob_ t plaster ` ❑ i ( ) ^bci. 'w! ( )@i (' ),AT ALL SUP.PORT51J --1,BL0CIGED__ i ANCHOR BOLTS specified j2O.C. " 10i a.b'.'s' -6-0 o.c l , ---- - -- - - - - - - _- �2) "a.b.'s per;_wall-is ad quote I I f _ anchor-� b� Its' A35-/ RBC o.c.- _ i ❑ NONE REQ'D 1 ' OVERTURNING `P._ - .. No holdown's re -- q.- 6516 Holdciown Straps to; Rim Joist below Fortol Frame w% "Simpson" 'ST&224 straps from 4x' ' Post to contjnous header. ❑ HDU2, SSTB16 @ Sinele ` our, SSTB20 @ 2 Pour ' HDU4; -SSTB20 6. Sin'leppour, 55TB24- @ 2 Pour COLLECTOR-/ CHORD , ❑ ( ) 16d'5 per top p splice ❑ G516 strap splices ❑ ST6224 strap splices ❑ Drag Truss • fi i1 ._ I . 1 i .. _ ..._ SHEAR-WALLS-- Cox; ARWALLS-.Cox pay: w/ Ods: C 12 !•❑ 3 coat plaster i ` beJ._;w% I f BLOCKED i.: : i I ANCHOR -BOL' -TS 3 t , GBG specified /2 a b s; @ 6 O 6.6.'1141 mm 1 _ 1 ------ L --` ! ' a Is �perr i�iq_I I Is ad6.( t.e. _ _,..0_ ;_ ..j2"�� ;•anchor--� b'io-I•ts, @-- �-__;----o:�- ' _-_-_; � ,_ .. . _-_ . ; _.- �-� � � - ; ;-- ; -;-- - , --- ; I A351 RBC _ - + oc.1 '.O NONE ..RE<Z, P, : i i ' O No•holdown's rep�'d i O 65:16 Holddown 5t`raps: to' Rirn Joist below: r ❑O F,ortol Frame 'w% ' Simpslon" ;ST6 224 straps from 4x, , Post to continous header. Oy HDU2, 55TB16 @ S'ingle 'pour; SSTB20 @ 2 Fou HDU4; 55TB20 pour,-55TE3-24-@ 2 Four; COLLECTOR /CHORD _ :f r (_ ) 16d'5 per top I? splice ❑ G516, strap splices ❑ ST6224 strop splices ❑ Drag Truss. - - 75 I I , SHEARWALLS.-- - i _I I ' i.. I � i.- I I �• GIDX , P.1 Yw/ 8d's i ❑) 3 coat plaster �- � ' • � � i _ � � _:.__ . .)@T.(I SUPPQRTS, _ B G.. - gyp s I LO 'KED �- I - ANCHOR; BOLTS �.__ , ! _.�:. r �. �_ ' I I i I j 'i 1_ f _ 1 I i GBG speclf ied� A i (P d b'S; c� 6 0" 6 -r --:V41 _ rain IY- I I I 1 �- .(2) a b.as per wall is a_ dec�uate��% I _ _ I _. � a 0 ,:..-• I/-2--,� -anchor- bo-I-ts�-� - -o.c_ A351 RBC 1 1...' RBGs '@ 1 06. . 1 i A35's @ i a,.c� i , I i I❑ NONE REQ'D I i I OVER--T.URNIN'G- i � I a EJ I ( a I I 0516' Holddown S-t�rdps oto; Rirn� Joist beIo..N I.. i � ❑ Portal Fr_ arae w% "5i�mps'on" 5T6224 straps from .4x ` post to gohtinou5 header.; HDU2, 55TB16 4! Sing'pour; :SSTB20 @ 2, P6u"r ' O HDU4 SSTB20-�-Single' pour; 55-TB24 @`2 Pour COLLECTOR % CH.ORD L . . ❑ ( ) 16d -s per top I? splice ❑ G516 strap splices ❑ ST&224 strap sp I ices ❑ Drug Truss _ - U-NE-­3 _R- 1_-1_-SHEMMALLS.._- �.` f_!_ :may .�.1' �•� �. f! � - _, 3/8" GDX p ly: w/ '6d's !; ,12 'o.c. i ❑ 1 3 coatlaster O (� )-gyp.- bd. iw/ (.• _)@ (f ), .AT. ALL _SUFFQRTS,I _.+..IBLOC KEP _ - i -ANCHOR BOLTS _L®' �_ 'GBG specified y2 i� o b. s' @ 6­0"' o.c. _w% min. - i- -% " 0-- anchor-' bo ltsj-@-- i A35 / RBC L ! RE 0 U-1 ( - 'Y I ---OVERTURNING--7 7 f i FI LA /l -4 .t'af • - �-- - •-- -: - - - -- - - .... �__ __� �y .- �-ter j �- -- - - - � -- - QFC- ;�- -- --- ,�- ;--..,,�` .�� � _ r'1 _ \\ .tom i L' , '. .. � f-._ '. _ "�I _�_ _" _ IG..1 ^�' 4•II__.�J.Y.,"�_ _ .< .�_'! _ `"._ .� �+f�yr-'I�/' fI -�'`'✓ �t .rte*_1 .._.._.j n(,+� No holdown's req d -_E - f - /kjo! C1 f i O ! G516 Holddown Straps to Rim Joist below ` ❑ Fortol Frame :w/ ';Simps'on" ,ST62244 straps from 4x: ! Post to continous header. ' ❑ HDU2, SSTB16 @ ' Single �pour, SSTB20 @ 2 Four ' HDU4,--55TB20 a­5091-c. pour, 55TB24-'@ 2 Four; COLLECTOR %•CHDRU ❑ ( ) 16d's per top e splice, G516 strap splices ❑ ST6224 strap splice's ❑ Drag Truss I I ! I 1 1 1 1 1 Lil- f 1 14 CI MI ,'--I...L--$HEARWALLS---- 5d's 3/8 C, C X Oply, 2 '0.c. 5 coat plaster FORTS 5L.1- KEP J -n /,6 6 1 AT, ALL. 15UP gyp. p L? d! ANCHOR BOLTS - j- 'ii - -� ;� >- _ ,. I i _` iV �— t A -J FOI GBG specified y ab.'S! @o.c,.,v4/ mi (2) l::)Js..p 11 is Cide U610--� ..._-anchor-1- -4- -4- -0-. bo -Its- -, + A35 RBC --F NONE REO'D -1 OVERTURNING-.---.-; T L El -N o' H q1—d'- 6 T F r n t�rc6 to Rim Jo'iet balo'N -,516 Hold.cloN� 5 F Portal Fromc V4/ '15i m so►�" IST6224 strops.Jr6rn 4x post to con!tino-us �da�lar.' HPU2, SSTB I (b @ 5;inc3le pour, 5STE320 6 2. Fo'u'r HDU4-55TB20 @ Sing'le pou*r, 55-TB24- @ 2 Folur, COLLECTOR -/CHORD F-1 per. top. e. splice - C,516 strop splices ❑ 5T6224 strop splices ❑ Drag Truss Project: Location: COVERED PORCH BEAMS Multi -Loaded Multi -Span Beam [2012 International Building Code(2012 NDS)] 5.51Nx10.51Nx15.OFT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 47.4% Controlling Factor: Deflection StruCalc 9.0 Pe9e StruCalc Version 9.0.2.5 4/16/2017 10:01:33 PM / a DEFLECTIONS Center LOADING DIAGRAM Provided Live Load 0.25 IN U729 48.57 in3 101.06 in3 ' Dead Load 0.26 in 14.81 int 57.75 in2 Total Load 0.51 IN U354 360.04 in4 530.58 in4 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 , 25266 ft -Ib REACTIONS A B Live Load 1589 Ib 1202 Ib Dead Load 1682 Ib 1296 Ib 12753 lb Total Load 3271 Ib 2498 Ib Bearing Length 0.91 in 0.70 in BEAM DATA Center Span Length 15 ft Unbraced Length -Top 0 ft 15 ft Unbraced Length -Bottom 15 ft Live Load Duration Factor 1.25 Camber Adj. Factor 1.5 UNIFORM LOADS Center Camber Required 0.39 Notch Depth 0.00 Uniform Live Load 0 plf Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 13 plf 24F -V4 - Visually Graded Western Species Total Uniform Load 13 plf Base Values Adjusted POINT LOADS - CENTER SPAN Bending Stress: Fb = 2400 psi Controlled by: Fb_cmpr = 1850 psi Fb' = 3000 psi Load Number One Cd=1.25 Live Load 625 Ib Shear Stress: Fv = 265 psi FV = 331 psi Dead Load 625 Ib Cd=1.25 Location loft Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Comp. -L to Grain: Fc -1= 650 psi Fc -1' = 650 psi TRAPEZOIDAL LOADS - CENTER Load Number One SPAN Two Left Live Load 214 plf 60 plf Controlling Moment: 12143 ft -Ib Left Dead Load 214 plf 60 plf 7.5 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 3271 Ib Right Live Load 214 plf Right Dead Load 214 plf Load Start 0 ft 60 plf 60 plf 11 ft At left support of span 2 (Center Span) Load End 9 ft 15 ft Created by combining all dead loads and live loads on span(s) 2 Load Length 9 ft 4 ft Comparisons with required sections: Read Provided Section Modulus: 48.57 in3 101.06 in3 ' Area (Shear): 14.81 int 57.75 in2 Moment of Inertia (deflection): 360.04 in4 530.58 in4 Moment: 12143 ft -Ib 25266 ft -Ib Shear: 3271 Ib 12753 lb Project:' AND LOADS Location: LIVING ROOM WINDOW HEADERS t Roof Beam LL = [2012 International Building Code(2012 NDS)] loads. 5.5 IN x 7.5 IN x 7.3 FT Comparisons with required sections: #1 - Douglas -Fir -Larch - Dry Use Provided Section Adequate By: 56.7% 32.9 in3 Controlling Factor: Moment Area (Shear): 15.91 in2 DEFLECTIONS Center Moment of Inertia (deflection): 50.66 in4 Live Load 0.07 IN U1347 Moment: 4113 ft -Ib Dead Load 0.06 in Shear:. 2254 lb Total Load 0.13 IN U687 psf Tributary Width: Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 ' REACTIONS A_ B Wall Load: WALL = Live Load 1150 Ib 1150 Ib Non -Snow Roof Loaded Area: Dead Load 1104 Ib 1104 Ib 127.8 plf Total Load 2254 Ib 2254 Ib Bearing Length 0.66 in 0.66 in BEAM DATA Span Length 7.3 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES #1 - Douglas -Fir -Larch Base Values Adiusted Bending Stress: Fb = 1200 psi Fb' = 1500 psi Cd=1.25 CF= 1.00 Shear Stress: Fv = 170 psi Fv' = 213 psi Cd=1.25 Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Comp. -L to Grain: Fc -1= 625 psi Fc - L' = 625 psi Controlling Moment: 4113 ft -Ib 3.65 ft from left support Created by combining all dead and live loads. Controlling Shear: 2254 Ib AND LOADS Adjusted Beam Length: At support. Roof Live Load: LL = Created by combining all dead and live loads. Roof Dead Load: Comparisons with required sections: Read Provided Section Modulus: 32.9 in3 51.56 in3 Area (Shear): 15.91 in2 41.25 in2 Moment of Inertia (deflection): 50.66 in4 193.36 in4 Moment: 4113 ft -Ib 6445 ft -Ib Shear:. 2254 lb 5844 lb StruCalc 9.0 page 'I / StruCalc Version 9.0.2.5 4/16/2017 9:57:31 PM of Side One: AND LOADS Adjusted Beam Length: Ladj =. Roof Live Load: LL = 18 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 15.5 ft Side Two: plf Total Uniform Load: wT = Roof Live Load: LL= 18 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 2 ft - Wall Load: WALL = 0 Non -Snow Roof Loaded Area: RLA = 127.8 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj =. 7.3 ft Beam Self Weight: BSW = 9 plf Beam Uniform Live Load: wL = 315 plf Beam Uniform Dead Load: wD_adj = 302 plf Total Uniform Load: wT = 617 plf . a P r AND LOADS Project:' 8.35 ft from left support Location: GARAGE DOOR HEADERS LL = Roof Beam psf [2012 International Building Code(2012 NDS)] DL= 3.5 IN x 13.5 IN x 16.7 FT At support. 24F -V4 - Visually Graded Western Species - Dry Use TW = Section Adequate By: 56.1% ft Controlling Factor: Moment Comparisons with required sections: DEFLECTIONS Center Provided Live Load 0.33 IN U608 68.12 in3 Dead Load 0.33 in Area (Shear): Total Load 0.66 IN U303 47.25 int Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A_ B 717.61 in4 Live Load 2033 Ib 2033 Ib 117030 ft -Ib Dead Load 2046 ib 2046 Ib _ Total Load 4079 Ib 4079 Ib 10434 lb Bearing Length 1.79 in 1.79 in Non -Snow Roof Loaded Area: RLA = 233.8 BEAM DATA - Span Length 16.7 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES 24F -V4 - Visually Graded Western Species Base Values Adiusted Bending Stress: Fb = 2400 psi Controlled by: Fb_cmpr = 1850 psi Fb' = ' . 3000 psi Cd=1.25 Shear Stress: Fv = 265 psi Fv' = 331 psi Cd=1.25 Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Comp. -L to Grain: Fc -1 = 650 psi Fc -1' = 650 psi Controlling Moment: 17030 ft -Ib AND LOADS Adjusted Beam Length: 8.35 ft from left support - LL = Created by combining all dead and live loads. psf Controlling Shear: -4079 Ib DL= 15 At support. Tributary Width: TW = Created by combining all dead and live loads. ft Side Two: Comparisons with required sections: Read Provided Section Modulus: 68.12 in3 106.31 in3 Area (Shear): 18.47 in2 47.25 int Moment of Inertia (deflection): 426.54 in4 717.61 in4 Moment: 117030 ft -Ib 26578 ft -Ib Shear: -4079 lb 10434 lb StruCalc 9.0 page StruCalc Version 9.0.2.5 4/16/2017 9:56:28 PM / m Side One: AND LOADS Adjusted Beam Length: Ladj =. Roof Live Load: - LL = 17.4 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 12 ft Side Two: plf Total Uniform Load: WT = Roof Live Load: LL = 17.4 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 2 ft Wall Load: WALL = 0 Non -Snow Roof Loaded Area: RLA = 233.8 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj =. 16.7 ft Beam Self Weight: BSW = 10 plf Beam Uniform Live Load: wL = 243 plf Beam Uniform Dead Load: wD_adj = 245 plf Total Uniform Load: WT = 489 plf a It 4 J�J FC)_4_r1OA)4-C . t4 b c t 0 J.: Az -3 BUTTE °QOUNTY 'AUG 2 4 2017 ;DEVELOPMENT SERVICES -7 0-7077 lb 1t17-071{7 8111 Q1 ;-3Q1i•37 \:S1' (: \it l'f.ik' Systems Plus Lumber Co. 1800 S. Barney Rd. Anderson, CA 96007 (530) 378-6800 (530) 365-5903 fax Trusses & Pre Manufactured Wall Panels systplus@systplus.com.. www.systplus.com. INSPECTION AGENCY Timber Products Inspection, Inc. 105 S.E. 124`h Avenue Vancouver, WA 98684 Tel: (360) 449-3138 Fax: (360) 449-3953 *This engineering is valid ONLY for trusses manufactured by Systems Plus Lumber Co. * ICC ES Report ESR -1311& ESR 1988 IAS Certified Inspection No. AA -702 Fabrication in compliance with 2013 CBC SECTION 2303.4.2 IBC/IRC 2012 SECTIONS (2303.4/R802.10roof/R502.1 l floor) TRUSS ENGINEERING LAYOUT YES ❑■ -NO ❑ Standard Truss Detail Title Detail # = Included Gable End 85 Wind B 1 Gable End 110 Wind B I Gable End 110 Wind C 1B Hat Truss over 6/12 2 Hat Truss under 6/12 2B Web Bracing Details 3 ✓ Valley Fill Frames 4 ✓ Open Face Jacks 5 ✓ Toe nail 6 Bearing Block 3.5 7 Bearing Block 5.5 7A Floor 8 Dbl T/C Notching 9 HVAC 10 Truss Data 11 ✓ Purlin Gable 12 BCSI at www.sheindustrv.com BCSI-B1 Summary Sheet at ww"7.sbcindustr7.c0m Systems Plus Job Number ' 1703-044 Date 4/12117 Revision(s)RMIT # �� .. _ .. ..� �ES Rothfeld BUTTE C ! Customer RI=vIEWE® FOR Project Res All Location Chico PRIOR TO ERECTING TRUSSES, READ TRUSS DATA SHEET AND NOTE BCSI-B 1 SUMMARY SHEET GUIDE FOR HANDLING, INSTALLING NOTE AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES 0 SYSTEMS PLUS LUMBER CO. / 1800 S. BARNEY ROAD / ANDERSON, CA' 96007 (530)378-6800 / FAX (530)365-5903 TRUSS DATA SHEET APPROVALS: -OBTAIN ALL NECESSARY CODE COMPLIANCE, BUILDING DEPARTMENT APPROVALS, AND RECOMMENDATIONS AND INSTRUCTIONS FROM THE DESIGNER OF THE COMPLETE STRUCTURE BEFORE USING TRUSS DESIGN. -CONNECTION OF THE ROOF SYSTEM TO THE BUILDING FOR VERTICAL & LATERAL LOADS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ENGINEER. -SYSTEMS PLUS IS APPROVING ONLY THE STRUCTURAL DESIGN OF EACH TRUSS BASED ON INFORMATION RECEIVED FROM THE CUSTOMER AND SHOWN ON THE ENGINEERED TRUSS DRAWING. SIGNED AND SEALED DRAWINGS BASED ON THE PROVIDED DATA ARE FURNISHED BY SYSTEMS PLUS LUMBER CO. THIS ENGINEERING IS VALID ONLY FOR TRUSSES MANUFACTURED BY SYSTEMS PLUS LUMBER CO. HANDLING & ERECTION: -CARELESS HANDLING OF TRUSSES SHALL NOT BE PERMITTED. -INSTALL TRUSSES VERTICALLY AT DESIGN BEARING POINTS, CORRECT SIDE UP, AT CORRECT SPACING AND PROPERLY BRACED. -NO LOADS SHOULD BE APPLIED TO THE TRUSSES UNTIL AFTER ALL BRACING AND CONNECTIONS ARE COMPLETED. -DO NOT PERMIT LOADS GREATER THAN DESIGN LOADS TO BE PLACED ON THE TRUSSES. -READ & APPLY THE RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-B1 SUMMARY SHEET). METAL CONNECTOR PLATES: -CONNECTOR PLATES ARE MANUFACTURED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE SPECIFICATIONS. -PLATES MUST BE INSTALLED ON BOTH FACES OF THE LUMBER WITH TEETH FULLY EMBEDDED. -REQUIRED PLATE SIZES, GAUGE AND DESIGN VALUES ARE SHOWN ON THE TRUSS DRAWING. -POSITION PLATES SYMMETRICALLY AT JOINTS, UNLESS OTHER DIMENSIONS ARE SPECIFIED. LUMBER: -THE LUMBER USED FOR TRUSS FABRICATION MUST COMPLY WITH THE SPECIFICATIONS' OF AN APPROVED INSPECTION BUREAU AND MUST BE OF THE SIZE AND SPECIES SHOWN ON THE TRUSS DRAWINGS AND BE EQUAL TO OR BETTER THAN THE GRADE SPECIFIED. BRACING: -REVIEW THE TRUSS ENGINEERING DRAWINGS FOR ANY LATERAL BRACING REQUIRED FOR INDIVIDUAL WEB MEMBERS. LATERAL BRACING OF INDIVIDUAL WEB MEMBERS SHALL BE PLACED PER STANDARD DETAIL #3 (MII/SAC51 & MII/SAC-23). -RESTRAINT OF LATERAL BRACING AND ADDITIONAL BRACING FOR THE COMPLETE STRUCTURE IS TO BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER. -READ AND APPLY THE RECOMMENDATIONS FOR TEMPORARY AND PERMANENT BRACING OF WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-B1 SUMMARY SHEET). -BOTTOM CHORD BRACING SHALL BE INSTALLED PER THE TRUSS ENGINEERING DRAWING BUT IS NEVER TO EXCEED 10'-0" O.C. WITHOUT A SPECIFIC ENGINEERED DESIGN. NO CUTTING, DRILLING, NOTCHING, OR TRIMMING OF ANY TRUSS MEMBER IS PERMITTED. DETAIL FO,R>COMMON AND END JACKS MIIISAC - 8 -40PSF 3/30/2004 PAGE 1 MAX LOADING (Ps0 SPACING 2-0.0 BRACING MITek Industries, Inc. © TCLL 40.0 Plates Increase TCDL 140 Lumber Increase t.ts1.is TOP CHORD Sheathed. Western Division . BCLL 0.0 Rep Stress lncr YES BOT CHORD Rigid calling directly applied. MINIMUM LUMBER SIZE AND GRADE TOP CHORD 2 X 4 SPF 145OF 1.3E BOT CHORD 2 X-4 SPF 145OF 1.3E NOTE: TOP CHORD PITCH: 3/128/12 BOTTOM CHORD PITCH: 0/12.4/12 PITCH DIFFERENCE BETWEEN TOP AND BOTTOM CHORD TO BE "2r' MIN. SPACING= 24" O.C. LENGTH OF EXTENSION AS DESIGN REWD 20'•0" MAX SPLICE CAN EITHER BE 3X6 MT20 PLATES OR 22" LONG 2X4 SCAB CENTERED AT SPUCE W/SAME LUMBER AS TOP CHORD ATTACH TO ONE FACE W/ (131"X30 MIN) NAILS ® 3" O.C. 2 ROWS Zi SUPPORT X 3.5" LGT) AND CONN CT 01 N BY OTHERS OR 2-16d COMMON WIRE .(0.162°DIA. X 3.5°) LGT TOE NAILS SUPPORTS SHALL BE PROVIDED 4'-0" O.C. ALONG THE EXTENSION OF TOP CHORD. CONN. W/3 16d COMMON WIRE (0.162"D) TOE NAILS CONN. W12 16d COMMON WIRE (V62 -DIA. X 3.5" LGT) TOE NAILS a." 8-0.0 `1.0 2-0-0 4-0-0 x- 2.0.0 EXT. EXT: 2-0-0 EXT. 2-0 0 2.0-0 l .... CONN. Wf'316d COMMON WIRE (0.182°D W X 3.5" LOT) TOE NAILS C . 1 3X4 - BOTTOM CHORD LENGTH MAY BE 2'-0° CONN. W2 tad COMMON WIRE(0.162°OIA X 3.5' LGT OR A BEARING BLOCK TOE NAILS OR SEE DETAIL MIIfSAC-7 FOR 2-0-0 PRESSURESLOCIONG INFO. NOTE: NAILING SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT. pQ� _ - a NO. C76428 EYP, 12-31-16 SSE P 0 1 2015' A WARNT)VO • lrer(fy davign parametara and READ NOTES ON TRIS AND DICLODED MITMAEFFUMICE PAGE AMU -7473 REPORS VSE. T777G09enbadtlene —�® .Design valid for use only with Mirek connectors Suite This design Is based only upon parameters shown, and is for an individual building component. Citrus Heights. CA, B591"1 Applicabilly of design paromenlers and proper incorporation of component is responsiblIlly of building designer - not truss designer. Bracing shown ��1 Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the respondblMly 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. deMery. erection and bracing, consult ANSIAP11 Quality Cdtertq DSB•89 and SCSII Building Component - �,/ Safety Information mailable from Truss Pule tnsglule. 583 D 1 f'Onoldo, Drive, Madkon, %M 53719. eN . JANUARY 1, 2009 LATERAL TOE -NAIL DETAIL ST -TOENAIL -SP .7 0= ® MITek USA, Inc. Page 1 of 1 F1 %10� N . OE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE -MEMBER t of oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. n 2 THE END' DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH (_J AS TO AVOID UNUSUAL SPLrMNG OF THE WOOD. Mi7ek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE 1.00 SPECIES FOR MEMBERS OF DIFFERENT SPECIES. THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW SIDE VIEW 224, NAILS) 4) 3 NAILS NEAR SIDE NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE -NAIL NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE EXAMPLE: NEAR SIDE (3) -16d NAILS (.162° diam. x 3.5') WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X84.5 (Ib/nall) X 1.15 (DOL). 291.51b Maximum Capacity ' ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 30 *TO 60° VARY FROM 30* TO 600 30* TO 60, TOE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nall) 4 ' JANUARY 1, 2009 LATERAL TOE -NAIL DETAIL ST -TOENAIL -SP .7 0= ® MITek USA, Inc. Page 1 of 1 F1 %10� N . OE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE -MEMBER t of oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. n 2 THE END' DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH (_J AS TO AVOID UNUSUAL SPLrMNG OF THE WOOD. Mi7ek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE 1.00 SPECIES FOR MEMBERS OF DIFFERENT SPECIES. THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW SIDE VIEW 224, NAILS) 4) 3 NAILS NEAR SIDE NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE -NAIL NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE EXAMPLE: NEAR SIDE (3) -16d NAILS (.162° diam. x 3.5') WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X84.5 (Ib/nall) X 1.15 (DOL). 291.51b Maximum Capacity ' ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 30 *TO 60° VARY FROM 30* TO 600 30* TO 60, 45X0" -1y., 45.00' • � �''^�s�� �'ONfv `tip ��. EXR.12-31-18 �; 9t' `- ' &4wreFcN3P^.^.'� :r.,yl+p rtbernr pOn3nsr.{:;.T 4r.J P.� +: ;.Y3;'£:i O'�� 2r!`r !i?;i?.Pf',Lc::L"F v,'?£N. �'?:. F::.r,.i:-L_ S•>r� tii'�'!-�?;: CSF71Ti:: ^F;: Design valid far use oru'y with MRer connectors. This design Is based only upon parameters shown, and is for ori inr&vlduoi ovidi g-componeni. Appitcobrity, of design ppwwaamenten rp and proper incoorotion of component hvespondo®ty of buld'ing designer • not truss designer, Bioalng shown IS for t0terol suppan of IndMdud web members only. Additiond temporary braclng to inane stability during construction is the responsl y of the ;; -' I' -• era Mor. Additional permanent brodng of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, Quality Qually Cc"ep 108 Ln. Suit nonage, deBvery, erection and bracing, consult ANSI/TPII GuoOty Crlteda, OSS -80 and 11011 Building Component msInstitute,� 7777 Greenback safety ho atlon avaE oble from Tnrit Plate 583 D'Onofrio Drive, Madison, vV4153719. Citrus ea Ce Suit TOE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nall) DIAM. SYP DF I HF SPF SPFS .131 88.0 80.6 69.9 68.4 59.7 p.135 93,5 85A 74.2 726 63.4 .162 1082 99.6 66.4 84.5 73.8 ri O 2 .128 742 67.9 58.9 1 57.6 50.3 ,13.1 75.9 69.5 60.3 59.0 51.1 +� .148 81.4 74.5 64.6 632 52.5 of 45X0" -1y., 45.00' • � �''^�s�� �'ONfv `tip ��. EXR.12-31-18 �; 9t' `- ' &4wreFcN3P^.^.'� :r.,yl+p rtbernr pOn3nsr.{:;.T 4r.J P.� +: ;.Y3;'£:i O'�� 2r!`r !i?;i?.Pf',Lc::L"F v,'?£N. �'?:. F::.r,.i:-L_ S•>r� tii'�'!-�?;: CSF71Ti:: ^F;: Design valid far use oru'y with MRer connectors. This design Is based only upon parameters shown, and is for ori inr&vlduoi ovidi g-componeni. Appitcobrity, of design ppwwaamenten rp and proper incoorotion of component hvespondo®ty of buld'ing designer • not truss designer, Bioalng shown IS for t0terol suppan of IndMdud web members only. Additiond temporary braclng to inane stability during construction is the responsl y of the ;; -' I' -• era Mor. Additional permanent brodng of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, Quality Qually Cc"ep 108 Ln. Suit nonage, deBvery, erection and bracing, consult ANSI/TPII GuoOty Crlteda, OSS -80 and 11011 Building Component msInstitute,� 7777 Greenback safety ho atlon avaE oble from Tnrit Plate 583 D'Onofrio Drive, Madison, vV4153719. Citrus ea Ce Suit AUGUST 1, 2018CONVENTIONAL VALLEY FRAMING DETAIL Mit-VALLEY1 _T o too 0 00 :tea M(Tek USA, Inc. D A�IEnrY AIdCNr RIDGE BOARD ( SEE NOTE #6) POST ( SEE NOTEOS ) P 12 MITek USA, Inc, GABLE END, COMMON TRUSS R GIRDER TRUSS 1 VALLEY PLATE ( SEE NOTE 04) , TRUSS TYPICAL (24- O.C.) POST SHALL BE LOCATED ON SHEATHING ABOVE THE TOP CHORD OF EACH TRUSS. GABLE END, COMMON TRUSS OR GIRDER TRUSS PLAN SECTIONTRussaIUST 1 _ ti ii ji ii II 'i a 1 •Goeleeel eagpONS, -48" O.C.. MAXIMUM POST SPACING 1. WITH BASE TRUSSES ERECTED (INSTALUM),.APPLYSHEATHING TO TOP CHORD OF SUPPORTING (WE)TRUSSES. LIVE LOAD = 30 PSF (MAX) 2. BRACE BOTTOM CHORD AND Web MEMBERS PER TRUSS DESIGNS, DEAD LOAD - IS PSF (MAX)D.O.L. INC - 1.15 y 3. DEFINE VALLEY RIDGE13Y RUNNING ALEVEL STRING FROM THE INTERSECTING RIDGE OF ASCE 7-98, ASCE 7-02, ASCE ! THE (a) GABLE END, (b.) GIRDER TRUSS OR (a)'COMMON TRUSS TO THE ROOF SHEATHING. ASCE7-10 115 MPH (MWFRS) 4. INSTALL -2 x 4 VALLEY PLATES. FASTER'TO EACH SUPPORTING TRUSS WITH (2) 16d (0.131- X 3.57 NAILS.' I 11 13 11 � 5. SET 2 x 6 42 RIDGE BOARD. SUPPORT MTN 2 x 4 POSTS SPACED 48" O.C.. BEVELBOTTOM OF � POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO RIDGE -NTH (4) toe: X V) NAILS l fit. (0.131- FASTEN POST TO ROOF SHEATl9NG'WITH TOE '� ,,'. I `-A,�i`+• (3)10d(M131-X3) -NAILS. - I I ''� �.`. i 1"' •' a VALLEY RAFTERS WITH (3) 18d (0.131- X 3.67 TOE-NAtLS.. POST it (SEE NOTE GS ) 7. SUPPORT THE'VALLEY RAFTERSWTH 2 x4 POSTS 48.0.0 (OR LESS) ALONG EACH RAFTER.} INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING GN POSTS O c. V_ if ' _ % ( SEE' NOTE #2) !1 FASTEN POST THROUGH SHEATHING TO SUPPORTING TRUSS WRH (2) 16d (0.131" X 3.57 NAILS. '' ! S. POSTS UG FIR LARCH ORSOUT14ERN NE. POSTS EXCEBE xEDINt 7 SHALL B4 420R BETTER E UCE PINEFIR.NCREASE TO 4 K OR BE PRE -ASSEMBLED FEB.a g 201.7 U+• r , (2) PLY 2 x 4's fASTENED TOGETHER WITH 2 ROWS OF 10d (0.131' X 3j-MLS'r O.C.. � 1 PLAN DRAWING POST ( SEE NOTEOS ) P 12 MITek USA, Inc, GABLE END, COMMON TRUSS R GIRDER TRUSS 1 VALLEY PLATE ( SEE NOTE 04) , TRUSS TYPICAL (24- O.C.) POST SHALL BE LOCATED ON SHEATHING ABOVE THE TOP CHORD OF EACH TRUSS. GABLE END, COMMON TRUSS OR GIRDER TRUSS PLAN SECTIONTRussaIUST BE SHEATHED _ NOTE: •Goeleeel eagpONS, -48" O.C.. MAXIMUM POST SPACING 1. WITH BASE TRUSSES ERECTED (INSTALUM),.APPLYSHEATHING TO TOP CHORD OF SUPPORTING (WE)TRUSSES. LIVE LOAD = 30 PSF (MAX) 2. BRACE BOTTOM CHORD AND Web MEMBERS PER TRUSS DESIGNS, DEAD LOAD - IS PSF (MAX)D.O.L. INC - 1.15 3. DEFINE VALLEY RIDGE13Y RUNNING ALEVEL STRING FROM THE INTERSECTING RIDGE OF ASCE 7-98, ASCE 7-02, ASCE 7-05 90 MPH (MWFRS) THE (a) GABLE END, (b.) GIRDER TRUSS OR (a)'COMMON TRUSS TO THE ROOF SHEATHING. ASCE7-10 115 MPH (MWFRS) 4. INSTALL -2 x 4 VALLEY PLATES. FASTER'TO EACH SUPPORTING TRUSS WITH (2) 16d (0.131- X 3.57 NAILS.' " 5. SET 2 x 6 42 RIDGE BOARD. SUPPORT MTN 2 x 4 POSTS SPACED 48" O.C.. BEVELBOTTOM OF � POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO RIDGE -NTH (4) toe: X V) NAILS l fit. (0.131- FASTEN POST TO ROOF SHEATl9NG'WITH TOE '� ,,'. I `-A,�i`+• (3)10d(M131-X3) -NAILS. - S. FRAME VALLEY RAFTERS FRONT VAlIEY'PLATE TO RIDGE BOARD. MAXIMUM RAFTER SPACING IS 24' O.C.. FASTEN VALLEY RAFTER TO RIDGE ''� �.`. i 1"' •' a BEAM WITH ( 3)'16d (0.131- X 3S) TOE -NAILS. FASTEN VALLEY RAFTER TO VALLEY PLATE b423 k t : ' C d j WITH (3) 18d (0.131- X 3.67 TOE-NAtLS.. 7. SUPPORT THE'VALLEY RAFTERSWTH 2 x4 POSTS 48.0.0 (OR LESS) ALONG EACH RAFTER.} INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING GN POSTS O c. V_ if ' _ % ALU WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH (4).10d (0.131-X 3) -NAILS. t, • : e- �•� FASTEN POST THROUGH SHEATHING TO SUPPORTING TRUSS WRH (2) 16d (0.131" X 3.57 NAILS. '' S. POSTS UG FIR LARCH ORSOUT14ERN NE. POSTS EXCEBE xEDINt 7 SHALL B4 420R BETTER E UCE PINEFIR.NCREASE TO 4 K OR BE PRE -ASSEMBLED FEB.a g 201.7 U+• r , (2) PLY 2 x 4's fASTENED TOGETHER WITH 2 ROWS OF 10d (0.131' X 3j-MLS'r O.C.. , WAleB17G. YvRydoelpnpwnmorenQ NFAD U076T ON.71tlS AND SPD MIBCAClgilFXCE PAGE I119.7f7711w. tnlDdrlotb BEFGREusE. 1 0� ys mrBeimldm&the ul➢ nerrt mv�m7�y ean� eppftmbb*ymd$ m-apfop"li=l aunt boasipmtheave btd CFA9 de3Vn. &Whl8 bttlzmeo k m prevail brxlTM.011ndIYICAItr W Mb and& Chinn manbm 099 Mcftaw tmtpo, MW p=Mm � is al«eya requlrodfmp�mld to prev«R.w9, posotble pottcouel hl}nry aM prepedytlemepe. Pot9pn«al gWeeMe ma>nda991e tViilah ta0rtebtimL amage. 4dmly. vemlon mm bmtMp o7 tA� and Um Cyce=. w AMWTPM GUD9ty CdlerLk DM31ft and 0-61 BWtdhg Compbnmd SOCAY106rmaUmt .vine bmn ThoQ P1me*4fA=. 2t3 N. led Seem. goad 312 At WWrie, VA 22374 7777 Ge eM01 Lom ewe 109 March 4, 2013 T -BRACE / I -BRACE DETAIL ST - T -BRACE O= a MTek USA, Inc. Page 1 Of 1 Note: T -Bracing / I -Bracing to be used when continuous lateral bracing ao is impractical. T -Brace / I -Brace must cover 90% of web length. Ly. Note: This detail NOT to be used to convert T -Brace / I -Brace MiTek USA, Inc. webs to continuous lateral braced webs. Nailing Pattern T -Brace size Nail Size Nail Spacing 1x4 or 1x6 10d 8" O.C. 2x4 or 2x6 or 2x8 16d 8° O.C. Note: Nail along entire length of T -Brace / 1-BTace (On Two-Plys Nail to Both Plies) Nails Nails Web Nails / Nalls SPACING \\\—A Section Detail i -Brace Brace Size for Two -Ply Truss Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 1 2 2x3 or 2x4 1 x4 (*) T -Brace 1x4 (*) I -Brace 2x6 1x6 (*)'T -Brace 2x6 I -Brace 2x8 12x8 T -Brace 2x81 -Brace Brace Size for Two -Ply Truss QNifl �c 4.1 2 .18 EXP. 12-31 �E1 CfVtl. FEB 0 9 2017 T -Brace / I -Brace must be same species and grade (or better) as web member. (*) NOTE: if SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X_ bracing material, use IND 45 for T-Brace/I-Brac For SP truss lumber grades up to fit with 1X_ bracing material, use IND 55 for T-Brace/I Brace ,.�Y� �nti'?i� 11;£11 Yrr4JU ,'+'rsia: Pa': •:uy: i•�'+:s r:r.�i n!iA{) i�:s7.3ti i�.4 '7�iS �.c;) rta::.i:.'.-8,'.7 2[:'^. c P.�Fw2 B;:<: r.'?.:; :i 911.E := _._..-.._.. ... ..-. _-... -.... 0011191) vafid for use only vArn MTek connectors. This design is based only upon poromorers shown, aria b for on inoiviauol butdir•:g ccmponenl. Appticab0iry of design raromenters and proper Incorporation at component is responslblit"t building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stablGty.dunng construction 11 the responsibil6ry of the -_ erector. Addrronal permanent bracing of the overall structure Is the responsibility, of the building aeslgner. Far general Guidance regoidini; lobiicatlon, quality control, storage, delivery, erection and bracing, cronsuit ANMMIS Quality Criteria, M-119 and BC311 Building Component 7777 Orodntr'c Ln. Suhe# 109 Solefy Information available from Truss Plate Institute. 583 D'Onolrto Drive. Madison. WI 53719, _ Citrus Heightsba, Ca 95610 Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 20 T -Brace 2x4 I -Brace ' 2x6 2x6 T -Brace 2x6 I -Brace 2x8 2x8 T -Brace 2x81 -Brace QNifl �c 4.1 2 .18 EXP. 12-31 �E1 CfVtl. FEB 0 9 2017 T -Brace / I -Brace must be same species and grade (or better) as web member. (*) NOTE: if SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X_ bracing material, use IND 45 for T-Brace/I-Brac For SP truss lumber grades up to fit with 1X_ bracing material, use IND 55 for T-Brace/I Brace ,.�Y� �nti'?i� 11;£11 Yrr4JU ,'+'rsia: Pa': •:uy: i•�'+:s r:r.�i n!iA{) i�:s7.3ti i�.4 '7�iS �.c;) rta::.i:.'.-8,'.7 2[:'^. c P.�Fw2 B;:<: r.'?.:; :i 911.E := _._..-.._.. ... ..-. _-... -.... 0011191) vafid for use only vArn MTek connectors. This design is based only upon poromorers shown, aria b for on inoiviauol butdir•:g ccmponenl. Appticab0iry of design raromenters and proper Incorporation at component is responslblit"t building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stablGty.dunng construction 11 the responsibil6ry of the -_ erector. Addrronal permanent bracing of the overall structure Is the responsibility, of the building aeslgner. Far general Guidance regoidini; lobiicatlon, quality control, storage, delivery, erection and bracing, cronsuit ANMMIS Quality Criteria, M-119 and BC311 Building Component 7777 Orodntr'c Ln. Suhe# 109 Solefy Information available from Truss Plate Institute. 583 D'Onolrto Drive. Madison. WI 53719, _ Citrus Heightsba, Ca 95610 JANUARY 1, 2009 �1 LJU O 00 O�oo U V ��❑ Wlek USA, Inc. Nailing Patten L -Brace size Nail Size Nail Spacing 1x4 or 6 10d 8" o.c, 2x4, 6, or 8 16d 8" o.c. Note: Nail along entire length of L -Brace (On Two -Ply's Nall to Both Plies) , L -BRACE DETAIL ST - L -BRACE MITek USA, Inc. Page 1 of 1 Nails / SPACING k G , k WEB L -BRACE Nails / Section Detail. L -B .race Web Note: L -Bracing to be used when continuous lateral bracing is'impractical. L -brace must cover 900% of web length. L -Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1x4 *-« 2x6 1x6 2x8 2x8 " DIRECT SUBSTITUTION NOT APLICABLE. L -Brace must be same species grade (or better) as web member. 0 L -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 1 2 2x3 or 2x4 2x4 2x6 2x6 2x8 2x8 -DIRECT SUBSTITUTION. NOT APUCABLE. x: �/j,i3Nlt� C EXP. 112-311& rr, 1 i 'tit:•'',- /U Lir V 1 Y�J l\. 1 �r OF (C; A� FER O 9 .. ..arm..S�rt�Y!•e+E��'T..i".,�:=u�rd'a;aS ...��».Xi'�i'..'�"� 5`":.i—.:.2.=d.�".a,S'_�.-.�a!]'i3x:.'i,:., C>i3.4o?!Y.:p^r::7%lr..:-F+.-y^..'Kn,;:::M_.. .,, F:1>3-�'i!35,a. �:iSr�+:Se7✓'._.:. n.� LA. :YA!,S,7f.'ii 7er2 f;y <Fi�in.,n y.ifp+�e:!Ulre -%a 1M..A'D we vwr AKif� Fy�7TR?, Design volid for use only with MTek connectors, ms cesign a based crly upon parameters snovr... an is far on individual t=?ding component. Applicablllty of design poramenten. and proper Incorporallon of component Is responsibility of bu3ding designer -not truss designer. Bracing shown Is for lateral support of Ualvidual web members wiry. Additional temporary broctrnQ to insure stability [luring construction is the respanstall6ty of the erector. Additional petmonent bracing af'the overa9 structure it the responsory of the'bsBlding designer. For general guidance regarding lobrkaiion, auoGtycontrol. stooge, cWwary, ereceon,rntd bracing. consul) ANSI/1%1 Quality Cdtedo. 05B-89 and SCSII Building ComponentGreenoaUc Ln. Su Safety Information avatloble from truss Plate institute, 583 D'Onofrio Drive. Modison, wl 53719. cre# 109 CUM Heights. Ca. 95610 it JANUARY 1, 2009 SCAB -BRACE DETAIL ST - SCAB -BRACE OO QR M7iek USA, Inc. Page 1 of 1 Note: Scab -Bracing to be used when continuous r= lateral bracing at midpoint (or T -Brace) is impractical. LAA-1-113 Scab must cover full length of web +/- 6".. WTek USA, Inc. THIS DETAIL IS NOT APILICABLE WHEN BRACING IS REQUIRED AT 1/3 POINTS OR I -BRACE IS SPECIFIED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3- X 0.131") NAILS SPACED 61' O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH = 12'-0" - SCAB BRACE 2x4 MINIMUM WEB SIZE MINIMUM WEB GRADE OF #3 Nails Section Detail Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. Design valid for use cnIyWlhlaakconneclors. This design is based o*v,-onj>cvorne;erSShawn, and 4 for onindmiciuolbkAdIng component. avellila Applicabililryof design craromenters and proper incorporation ofcomponent Isresponsibility of buildingdetigner -not Bracing shown is for lateral support ot inclivicuo" web members orty. Additional temporary bracing to Insure stability during construction Is the respongbillity of the of VOT. Addiflonall permanent =inq of the overall shp-lure, Is the responsibility of the busing designer. For general guidance regarding fabrication, quality control, storage. delivery. erection and bracing. consult ANSUMI Quality Crttaft, OSS -89 and 9CS11 BuUcUng component 7777 Greenback Ln. Sultelf 109 Safety tMormotton _Woiloble from Tons Plate institute. 583 VOnoft0five. Madison, Wl 53717. Citrus Heights. Co. 95610 Mffek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 • Telephone 916/676-1900 Re: 1701-012 Fax 916/676-1909 Rotheld The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Systems Plus Lumber. Pages or sheets covered by this seal: R50255259 thru R50255354 My license renewal date for the state of California is December 31, 2018. Q�OFESSIO/V P�ZONIO J C 76428 -z ! 0 * EXP. 12/31/2018 H sTgT C;��Q- April 12,2017 Hernandez, Marcos IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified . as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss TypeQty 7-6-12 4-5-4 Ply [B:0-2-100-1-8], [F:0-2-0 Edge] [1:0-2-10,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in lRotheld 850255259 1701-012 A01 BOSTON HIP 1 n M -O >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.34 L Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:58:44 2017 Page 1 ID:ACfC8rAXXyglywOPCzkMlfkzalM?-HOz8s8OZKHg2uyOYVXho?pE1E6bGY26DhODLObzRTly 4-5-0 12-M 19-6-12 24-0-0 26-0-0 4-5.4 7.6-12 7.6-12 4-5 4 2-0-0 Scale = 1:46.4 3x4 = 2x4 II 3x4 = — 4x8 = 3x4 = 2x4 II "� 4-5-0 12-M 1M -12L2 M-1224-0-0 4-5-4 7.6-12 7-6-12 4-5-4 Plate Offsets (X Y)— [B:0-2-100-1-8], [F:0-2-0 Edge] [1:0-2-10,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.08 M -O >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.34 Vert(CT) -0.20 L -M >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.07 1 n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -MSH Weight: 307 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. D -G: 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2X6 DF SS G JOINTS 1 Brace at Jt(s): E WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) 8=2894/0-3-8 (min. 0-1-9), 1=2895/0-3-8 (min. 0-1-9) Max Horz B=123(LC 8) Max Uplift B=-887(LC 8), 1=-887(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=5518/1661, C -AC= -4586/1402, D -AC= -4491/1412, D -F=266/85, F -G=-266/85, G-AD=4491/1410, H -AD= -4586/1400, H-1=5518/1659, D -E=-4045/1305, E -G=4045/1305 BOT CHORD B -U=-1516/4911, U -V=-1516/4911, P -V=1516/4911, P -W=1516/4911, O -W=1516/4911, N -O=-1204/4026, N -X=1204/4026, M -X=-1204/4026, M -Y=1139/4026, L -Y=-1139/4026, L -Z=-1391/4911, K -Z=1391/4911, K-AA=1391/4911, AA-AB=1391/4911, I-AB=1391/4911 WEBS D -O=-383/1259, G -L=382/1259, D-M=157/428,.G-M=157/428, C -P=190/751, C -O=-916/324, H -L=-916/323, H -K=190(751 NOTES- (13) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD-CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; ()iFESSI01V9( MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate Q� grip DOL=1.33 O �(ONIO h Fac 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide U C 76428 Z will fit between the bottom chord and any other members. Of 0 8) A plate rating reduction of 20% has been applied for the green lumber members. * EXP. 1 31/2018 H 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 887 Ib uplift at joint B and 887 Ib uplift at joint L 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIrTPI T9 V t 1. rFOF CALF 11) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI -7473 rev. 10/09/2015 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing NiiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply 1701.-012A01 BOSTON HIP 1nLob [otheld850255259 Reference (optional) Systems Plus Lumber Co, Anderson, CA . Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:58:44 2017 Page 2 ID:ACfC8rAXXyglywOPCzkMfkzalM?-HOz8s8OZKHg2uyOYVXho?pE1E6bGY26DhODLQbzRTly NOTES- (13) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 Ib down and 60 Ib up at 8-0-0, and 53 Ib down and 60 Ib up at 16-0-0 on top chord, and 282 Ib down and 127 Ib up at 2-0-12, 371 Ib down and 154 Ib up at 4-0-12, 279 Ib down and 70 Ib up at 6-0-12, 279 Ib down and 119 Ib up at 8-0-12, 242 Ib down and 109 Ib up at 8-4-12, 242 Ib down and 109 Ib up at 10-4-12, 242,1b down and 109 Ib up at 12-0-0, 242 Ib down and 109 Ib up at 13-7-4, 242 Ib down and 109 Ib up at 15-7-4, 279 Ib down and 119 Ib up at 15-11-4, 279 Ib down and 70 Ib up at 17-11-4, and 371 Ib down and 154 Ib up at 19-11-4, and 282 Ib down and 127 Ib up at 21-11-4 on bottom Chord. The design/selection of such connection device(s) is the responsibility of others. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: B-1=20, A -D=-60, D -F=60, F -G=-60, G -J=-60 Concentrated Loads (lb) Vert: 0=520(F)L=520(F)M=242(F)U=282(F)V=-371(F) W= -279(F) X= -242(F) Y= -242(F) Z= -279(F) AA= -371(F) AS= -282(F) r 0 WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE IWI.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. HT 11• MiTek' 7777 Greenback Lane Suite 109 Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:58:46 2017 Page 1• I D:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-Dm4vHg2psu4l7G9wd4G5EJNyvG l OxkW9KiSUUzRTIt 2-0-0 4-5 4 12-M 19-6-12 24-M 26-0-0 21)14-5-4 } 7-6-12 7 6-12 --- - 4-5-0 2-0-0 Scale = 1:46.4 3x4 = 2x4 II 3x4 = '"- 4x8 = 3x4 = 2x4 II '""- I$ 4-5.4 12-0-0 Truss Truss Type Oty Ply Rotheld850255260 Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud -012 ;%t—'1 A01A BOSTON HIP TC 0.16 2 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:58:46 2017 Page 1• I D:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-Dm4vHg2psu4l7G9wd4G5EJNyvG l OxkW9KiSUUzRTIt 2-0-0 4-5 4 12-M 19-6-12 24-M 26-0-0 21)14-5-4 } 7-6-12 7 6-12 --- - 4-5-0 2-0-0 Scale = 1:46.4 3x4 = 2x4 II 3x4 = '"- 4x8 = 3x4 = 2x4 II '""- I$ 4-5.4 12-0-0 19-0-12 24-0-0 4-5-4 7.6-12 7-6-12 4-5-0 Plate Offsets (X Yr [F:0-2-0 Edge] Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.06 M-0 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(CT) -0.17 M-0 >999 180 7) This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.05 1 n/a n/a 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 701 Ib uplift at joint B and 434 Ib uplift at BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI Weight: 307 Ib FT = 20% LUMBER- BRACING - 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. TOP CHORD 2X4 DF No.18Btf G 'Except* TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. D -G: 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2X6 DF SS G - JOINTS 1 Brace at Jt(s): E WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) B=2704/0.3-8 (min. 0-1-8), 1=1946/0-3-8 (min. 0-1-8) Max Horz B=123(LC 27) Max Uplift 13=701(1-C 8), 1=-434(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-5087/1245, C -X=-4156/976, D -X=-4061/985, D -F=-266/82, F -G=267/83, G -H=-3485/783, H -I=-3703/783, D -E=-3603/871, E -G=3603/871 BOT CHORD B -U=-1144/4526, U -V=-1144/4526, P -V=1144/4526, P -W=-1144/4526, O -W=1144/4526, 'N -O=-822/3643, M -N=-822/3643, L -M=564/3105, K -L=-605/3282, I -K=605/3282 WEBS D -O=-305/1147, G -L=-27/250, D -M=41/335, G -M=-349/1219, C -P=-190/741, C -O=-926/342, H -L=282/162 NOTES- (13) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate ()FESSION grip DOL=1.33 ' 5) Provide adequate drainage to prevent water ponding.��O 4( ONIO -1 ij.0 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' = P Z, 7) This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide V �� � m C 76428 will fit between the bottom chord and any other members. J v Z 8) A plate rating reduction of 20% has been applied for the green lumber members. 0 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 701 Ib uplift at joint B and 434 Ib uplift at EXP. 12/31/2018 H joint I. * 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. T 9TFOF 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. CAO. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 Ib down and 60 Ib up at 8-0-0 on top chord, and 282 Ib down and 127 Ib up at 2-0-12, 371 Ib down and 154 Ib up at 4-0-12, 289 Ib down and 73 Ib up at ADrII 12.2017 6-0-12, 289 Ib down and 106 Ib up at 8-0-12, and 289 Ib down and 106 Ib up at 10-0-12, and 971 Ib down and 238 Ib up at ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1&1-7473 ., 1010312015 BEFORE USE. ���' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is fir an individual building component, not a Inas system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing iTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSII P11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms. CA 95610 r. Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:58:46 2017 Page 2 ID:ACfC8rAXXyg1 ywOPCzkMfkzalM?-Dm4vHg2psu4l7G9wdxjG5EJNyvGI OxkW9KiSUUzRTIt 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: B-1=-20, A -D=-60, D -F=60, F -G=-60, G -J=-60 Concentrated Loads (lb) Vert: N=289(B) 0=-289(8) M=-971(8) U=282(6) V=371(8) W=-289(8) r r r Job Truss Truss Type 1701012 A01ABOSTON HIP JQty 1 IPlyTRootheld850255260 Reference (optional) � r ® WARNING - Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI -7473 rev. 101032015 BEFORE USE. R Design valid for use only with Mi connectors. This design is based only upon parameters shown, and is for an individual building component, not e• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall me building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing N ACTe I.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the CV 9 1 R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suhe 109 Job Truss Truss Type Qty Ply Rotheld Plate Offsets (X Y)— IB:Edge 0-0-41, (F:Edge 0-0-41 LOADING (psf) 850255261 1701-012 A02 Common 6 1 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.11 H -J >999 240 MT20 220/195 TCDL 10.0 Job Reference (optional) _ Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:58:47 2017 Page 1 ID:ACfC8rAXXyglywOPCzkMfkzalM?-hzeHUA2RdCCclQk7AfEVdRsWoJb8IPL9N R?OwzRTls -2-0-0 6-3-4 12-0-0 17.8-12 24-M 26-0-0 2-0-0 6-3.4 5-8-12 5.8-12 6-3-4 2-0-0 dl A Scale = 1:45.0 4x4 = 3x5 = --- ""' _"' 3x5 = r+ 8-2-3 15-9.13 24-0-0 r 8-2-3 } 7-7-11 8-2-3 Plate Offsets (X Y)— IB:Edge 0-0-41, (F:Edge 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl ' Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.11 H -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.28 J -M >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.05 F n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 103 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins. BOT CHORD 2X4 DF No. I&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1080/0-3-8 (min. 0-1-8), F=1080/0-3-8 (min. 0-1-8) Max Horz B=-123(LC 9) Max Uplift B=-183(LC 8), F=-183(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1655/233, C -D=-1467/241, D -E=1467/242, E -F=-1655/233 BOT CHORD B -J=217/1424, I -J=-40/942, I -Q=-40/942, Q -R=-40/942, H -R=-40/942, F-1-1=94/1424 WEBS D-1-1=111/558, E -H=361/219, D -J=110/558, C -J=-361/219 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. - 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 Ib uplift at joint B and 183 lb uplift at joint F. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q';?OESSID O �ONIp F LOADCASE(S) Standard U=fie, C 76428 z W � o * e XPJ131/2018H OF CA� April 12,2017 ® WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall N A� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ItlliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPI1 Quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandra, VA 22314. Suite 109 Job Truss Truss Type Qty PlyRolheld 8-2-3 Plate Offsets (X,Y)— [C:0-2-9,0-1-81, [G:0-2-9 0-1-8] grip DOL=1.33 LOADING (psf) 850255262 1701-012 A03 Common 5 1 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.11 I -K >999 240 MT20 220/195 TCDL 10.0 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:58:47 2017 Page 1 I D:ACfC8rAXXygl ywOPCzkMfkzalM?-hzeHUA2RdCCclQk7AfEVdRsWaJb51PKgN_R?OwzRTls ,4-0.0 31-12 6-3-4 12-0-0 17-8-12 24-0-026-0-0 0-10.4 3-1-12 6-3.4 -12 5-8-12 6-3.4 1 2-0-0 Scale = 1:49.7 4x4 = I$ 8-2-3 15-9-13 24-M 8-2-3 7-7-11 8-2-3 Plate Offsets (X,Y)— [C:0-2-9,0-1-81, [G:0-2-9 0-1-8] grip DOL=1.33 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.11 I -K >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.27 I -Q >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.05 G nla n/a # � EXR 12/31/2018 ^7 BCDL 10.0 Code IBC2015frP12014 Matrix -MSH Weight: 106 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) C=1165/0-3-8 (min. 0-1-8), G=107610-38 (min. 0-1-8), B=1 1910-3-8 (min. 0-1-8) Max Horz C=167(LC 8) Max Uplift C=138(1_C 8), G=184(1_C 9), B=61(LC 8) Max Grav C=1165(LC 1), G=1076(LC 1), B=121(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD C -D=-16291238, D -E=-1442/246, E -F=1459/244, F -G=-1646/235 BOT CHORD C -K=222/1396, J -K=-42/933, J -R=-42/933, R -S=-42/933, I -S=42/933, G-1=9511416 WEBS E -I=-110/560, F-1=361/219, E -K=115/536, D -K=350/221 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 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. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide N '4e M will fit between the bottom chord and any other members, with BCDL = 10.Opsf. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 5) A plate rating reduction of 20% has been applied for the green lumber members. 1 R 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 Ib uplift at joint C, 184 Ib uplift at joint G and 61 Ib uplift at joint 3. 7) Beveled plate or shim required to provide full bearing surface with truss Chord at joint(s) B. RtjFESS10/4 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1.j 9) WARNING: Engineering is truss is fabricated by Systems Plus Lumber Co. 4 �r5ZQ 0N10 void unless y F-p� c2� LOAD CASE(S) Standard � C 76428 z � Of o # � EXR 12/31/2018 ^7 tCIV11. x1460 April 12,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473rev. 10/0312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing N '4e M 0.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVIPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback lane ' Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sufte.312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Systems Plus Lumber Go, Anderson, UA Hun: d.l uu s reo zz 2u1 / Pnm: d.l uu s reb zz 2ul / MI I ex Industries, Inc. wea Apr 12 09:ba:46 2011 rage 1 ID:ACfC8rAXXygI ywOPCzkMfkzalM?-99CfiW330 WKTMaJJkMmkAfPj_L9UsHpceBYZMzRTIr l 2b-15 7-0-3 11-11-15 13-11-15 2E-15 - 4-5-0 4-11-12 2-0-0 5x6 = - - Scale = 1:31.6 6.00 12 B 3x4 f 5-10-8 11-11-15 5-10-8 6-1-8 Plate Offsets (X,Y)— ID:D-D-8,Edgel la LOADING (psf) 'Job Truss DEFL. in (loc) .I/defl Ud Ory Pry Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.02 F -G >999 240 7rue TCDL 10.0 Lumber DOL 1.15 7ReldR5025521701.012 Verl(CT) -0.07 F -J >999 180 801 - 3 WB 0.20 Horz(CT) 0.01 D n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH ference (optional) Systems Plus Lumber Go, Anderson, UA Hun: d.l uu s reo zz 2u1 / Pnm: d.l uu s reb zz 2ul / MI I ex Industries, Inc. wea Apr 12 09:ba:46 2011 rage 1 ID:ACfC8rAXXygI ywOPCzkMfkzalM?-99CfiW330 WKTMaJJkMmkAfPj_L9UsHpceBYZMzRTIr l 2b-15 7-0-3 11-11-15 13-11-15 2E-15 - 4-5-0 4-11-12 2-0-0 5x6 = - - Scale = 1:31.6 6.00 12 B 3x4 f 5-10-8 11-11-15 5-10-8 6-1-8 Plate Offsets (X,Y)— ID:D-D-8,Edgel la LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) .I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.02 F -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Verl(CT) -0.07 F -J >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 D n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 60 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. I&Blf G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1&Blf G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) D=604/0-3-8 (min. 0-1-8), G=464/Mechanical Max Horz G=1181(1_C 6) Max Uplift D=-128(LC 9), G=74(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-569/136, C -D=-683/110 BOT CHORD D -F=0/566 WEBS B -F=-93/459, C -F=272/168, B -G=-393/83 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; ECDL=6.Opsf; h=25ft; Cat. II; Exp C;enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide , will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 Ib uplift at joint D and 74 Ib uplift at joint G. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) WARNING: Engineering is truss is fabricated by Systems Plus Lumber Co. �OFESS10Nq pQ (ONIO (�2 �i void unless y LOAD CASE(S) Standard �Z J UOQ C 76428 Cr EXP. 12/31/2018 ti • # OF April 12,2017 ® WARNING - Verily, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. ���' Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing B '�'®1.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M 1� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty PlyRothera TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins. BOT CHORD 2X4 DF No.1&Btr G LOADING (psf) SPACING- 2-0-0 CSI. 850255264 1701,-012 , B02D COMMON SUPPORTED GAB . . 1 1 Plate Grip DOL 1.15 TC 0.18 Vert(LL) n/a n/a 999 Job Reference (optional)' Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:58:49 2017 Page 1 I0:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-dLm1 vs4i9pSK_kuVl4Hzisxur7LvDM4zdw65pzRTlq 9-5-0 18.10-0 9-5-0 9-5-0 Scale: 3/8"=1' 4x4 = 3x4 % X W V U T S R Q P O N 3x4 5 Plate Offsets (X Y)— [A:0 -2 -10,0 -1 -81,[M:0 -2-10,G-1-81 BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins. BOT CHORD 2X4 DF No.1&Btr G LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud r PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.01 S n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -SH Weight: 94 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. All bearings 18-10-0. (lb) - Max Horz A=84(LC 27) Max Uplift All uplift 100 Ib or less at joints) N, O, P, Q, R. X. W, V, U. T except A=-734(LC 29), M=-718(LC 28) Max Grav All reactions 250 Ib or less at joints) S, N, O, P, Q, R, X, W, V, U, T except A=779(LC 26), M=770(LC 39) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when.shown. TOP CHORD A-13=1 683/1606, B -C=1183/1180, C -D=939/970, D -E=-707/765, E -F=-474/560, F -G=-248/328, G -H=248/345, H-1=-470/540, I -J=-693/731, J -K=-915/936, K -L=1150/1145, L -M=1648/1581 BOT CHORD A -X=-1402/1488, W -X=-1016/1089, V -W=-803/889, U -V=-617/689, T -U=417/490, S -T=218/290, R -S=-218/290, Q -R=417/490, P -Q=-617/689, O -P=-796/889, N -O=-1016/1072, M -N=1385/1488 NOTES- (14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) N, O, P. Q. R. X, W. V, U, T except (jt=lb) A=734, M=718. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) M. 12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) This truss has been designed for a total drag load of 2820 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE M11-7473 rev. 10/03)2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. o-''O+ESSlo �ONIO F C 76428 z 0 a .�suzola H * a A OF CAI HT It MITek* 7777 Greenback Lane Suite 109 April 12,2017 Job m Truss Truss Type Qty Ply j" �Rotheld 850255264 1701012 � B02D COMMON SUPPORTED GAB 1 1 Job Reference (optional) Systes Plus Lumber Co, Anderson, CA - Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:58:50 2017 Page 2 I D:ACfC8rAXXygl ywOPCzkMfkzalM?-5YKQ6C5Kw7aBct7iisnoCF4U2aWh8ypK63ygfdFzRTlp 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary,and permanent bracing 61 A �4e1.' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M V 1 Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heighis, CA 95 Job Truss Truss Type Ory Ply DEFL. in (loc) , l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.03 H >999 240 lRotheld 850255265 1701-012 B03 Common 1 1 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.04 F , n/a n/a BCDL 10.0 Job Reference (optional) bysterrle VIve LUmDer to, maerson, UA Run: o. lua s rev [[ cu I r tone. o. iuu s rev cc cu I / nu r e6 lnuu—cu, in, vvuu Apr i r-ege ID:ACfC8rAXXyglywOPCzkMfkzalM?-akuoKY5yhRi2D12uPVJRoH1 DTwONhDfFlcPC9hzRTlo -2-0-0 4-11-12 - 9-5-0 13-10.4 18-10-0 _I 2-0-0 4-11-12 4-5-4 - 4-5-4 4-11-12 - of A Scale = 1:33.6 04 = D a 4-11-12 4-5-4 4-54 4-11-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) , l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.03 H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.10 H-1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.04 F , n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 83 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins. BOT CHORD 2X4 DF No. I&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) F=747/Mechanical, B=880/0-5-8 (min. 0-1-8) Max Horz B=118(LC 12) Max Uplift F=105(LC 9), B=155(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1293/161, C -D=-906/150, D -E=-907/146, E -F=-1313/184 BOT CHORD B -I=-162/1107, H -I=-162/1107, G -H=-102/1141, F -G=102/1141 WEBS D-1-1=39/512, E-1-1=459/167, C -H=-418/145 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (it=1b) F=105, B=155. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOADCASE(S) Standard Q�OFESS/0/v O (ONIO F�f- U�C�' C 76428 z q * � EXP 1 /31/2018 m OF CAl1� April 12,2017 ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - A AST®1.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MVC C R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM111 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Job Truss Truss Type Oty Ply PLATES GRIP MT20 220/195 Weight: 83 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Ltheld R501701-012 BOT CHORD 2X4 DF No. t&Btr G B04 Common Girder 1 1b MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Reference (optional) ayscems rrus Lumoer w, rnoerson, �A mun: o.ivu s rep a ar r rnnr, o. ivu s reo «<vi r M1 i ex mausmes, mc. vvea Apr 1Z vvao:or Zvi r rage r I D:ACfC8rWyg l ywOPCzkMfkzalM?-akuoKY5yhRi2D12uPVJRoH 1 C3w?_hDfFlcPC9hzRTlo 2-0-0 4-11-12 9-5-0 13-10-0 18-10-0 4-11-12 4-5.4 4-5.4 4-11-12 Scale = 1:33.6 gl A 4x4 = D 5 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015rrP12014 CSI. I TC 0.20 BC 0.28 WB 0.23 Matrix -MSH DEFL. in Vert(LL) -0.03 Vert(CT) -0.10 Horz(CT) 0.04 (loc) I/defl Ud H >999 240 H-1 >999 180 F n/a n/a PLATES GRIP MT20 220/195 Weight: 83 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins. BOT CHORD 2X4 DF No. t&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) F=748/Mechanical, B=881/0-5-8 (min. 0-1-8) Max Horz B=118(LC 31) Max Uplift F=107(LC 9), B=-157(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=1296/165, C -D=-909/154, D -E=-910/150, E -F=-1316/188 BOT CHORD B -I=-166/1110, H -I=-166/1110, G -H=-106/1144, F -G=106/1144 WEBS D -H=40/512, E -H=457/170, C -H=-417/148 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) F=107, B=157. 8) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSIrrPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 Ib down and 38 Ib up at 9-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Cc.. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -F=-60, J -M=-20 Concentrated Loads (lb) Vert: D=3(B) r ® WARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propert/ incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 OualFy Crtteria, DS849 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. oQ�of ESSIO/V4 P�(ONIO F7, i w � C 76428 � -Fz * EXP. 12131/2018 �rF0 CAL April 12,2017 MiT®k' TM Greenback Lane Job Truss Truss Type Qty PlyRotheId 6-11-5 Plate Offsets (X,Y)— [B:0-1-0,Edge], [C:0-4-0,0-1-4], [F:0-2-8,Edge] grip DOL=1.33 LOADING (psf) ' R50255267 170'1012 � BOS California1 PLATES GRIP 1 Plate Grip DOL 1.15 TC 0.42 Vert(LL) 0.08 G -K >999 240 MT20 220/195 TCDL 10.0 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:58:52 2017 Page 1 ID:ACfC8rAXXyg1 ywOPCzkMfkzalM?-2wSAXt6aSkgvrBd4zCggKVZKLKI RQipPXG9mi7zRTin -2-0-06-11-5 7,-4-0 11.411 1t10-11 18-1D-0 2-0-0 -0- + 6-11-5 015 4-0-7 Ob 0 6-11-5 5x8 = E 4x5 J Scale = 1:34.8 dl A 1$ 6-11-5 11-10-11 - 18-10-0 6-11-5 4-11-6 - 6-11-5 Plate Offsets (X,Y)— [B:0-1-0,Edge], [C:0-4-0,0-1-4], [F:0-2-8,Edge] grip DOL=1.33 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) 0.08 G -K >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.39 Vert(CT) -0.22 G -K >999 180 y BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.03 F n/a n/a �U BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH * 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Weight: 74 Ib FT = 20% LUMBER- BRACING - 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except BOT CHORD 2X4 DF No. 1&Btr G 2-0-0 oc purlins (6-0-0 max.): C -D. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) F=753/Mechanical, B=884/0-5-8 (min. 0-1-8) Max Horz B=90(LC 12) Max Uplift F=-119(LC 9), B=-174(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=1215/178, C-0=1020/221, D -O=-1015/222, D -F=-1215/183 BOT CHORD B -H=123/1020, G -H=-125/1014, F -G=-72/1018 WEBS D -G=0/254 NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (P=lb) �OFESSIO/v F=119, B=174. 9) This truss is designed in accordance with the 2015 International Building Code section' 2306.1 and referenced standard ANSI/TPI 1. Q ��. � � � y 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) device(s) be to load(s) 57 Ib down or other connection shall provided sufficient support concentrated and 95 Ib up at U O Ci 7642 $ Z 7-1-1, and 36 Ib down and 41 Ib up at 11-10-11 on top chord. The design/selection of such connection device(s) is the �U responsibility of others. 1 12) In the LOAD CASE(S) section, loads applied to the face of the truss front back Q 0 EXP. 1 3112018 r are noted as (F) or (B). * 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 9rFOF 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 CALF April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE MOI.7473 rev. 1010312015 BEFORE USE. E I' Design valid for use only with TekM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing H A [T®I� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB49 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Chrus Hei his. CA 95610 1 Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:58:52 2017 Page 2 ID:ACfC8rAXXyg I ywOPCzkMfkzalM?-2wSAXt6aSkgvrBd4zCggKVZKLKIRQipPXG9mi7zRTin LOAD CASE(S) Standard Uniform Loads (plf) Vert: A -C=60, C-0=60, D-0=20, D -E=60, D -F=60, I -L=20 - 1 � r r I - r , .I ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03201 S BEFORE USE. Design valid for use only with MrTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV IiTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hal Ms. CA 95610. Job Truss - Truss Type Qty Ply Rotheld ' 850255267 1701-072 BOS California 1 1 ' Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:58:52 2017 Page 2 ID:ACfC8rAXXyg I ywOPCzkMfkzalM?-2wSAXt6aSkgvrBd4zCggKVZKLKIRQipPXG9mi7zRTin LOAD CASE(S) Standard Uniform Loads (plf) Vert: A -C=60, C-0=60, D-0=20, D -E=60, D -F=60, I -L=20 - 1 � r r I - r , .I ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03201 S BEFORE USE. Design valid for use only with MrTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV IiTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hal Ms. CA 95610. Job Truss - Truss Type Qty Ply Rotheld ' 850255267 1701-072 BOS California 1 1 ' Job Reference Job Truss Truss Type Qty Ply 2X6 DF SS G WEBS 2X4 DF Stud/Std G *Except* LOADING (psf) SPACING- 2-0-0 �Rotheld 850255266 1701-012 .. C01 California Girder 1 Ud Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Pdnt: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:58:54 2017 Page 1 ID:ACfC8rAXXyg"OPCzkMfkzalM?_JZwyZ8q_M4d4VmT5ds8PwfhP8xbuXli aetmOzRTII 611-2 i -2-0.0 2.2-7 51.11 56 12.2.9 17-60 } 22-513 27-571 330.0 350.0 2-40 2.2-7 2.11-4 6" 53-7 53.7 4-11-13 411-13 56-5 2.0.0 1-2-15 Scale = 1:61.4 4x5 I I 4x8 = 3x10 II 3x4 = 3x4 = 4x6 4x8 = 3x4 = 2x4 II 4x6 = 3x4 = Plate Offsets (X,Y)— [B:0-4-0,0-1-15], [D:0-5-0,0-1-31 TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G *Except* LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.16 M -N >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.60 Vert(CT) -0.45 M -N >872 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.12 J n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MSH Weight: 400 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G *Except* G -N: 2X4 DF No.1&Btr G REACTIONS. (Ib/size) B=4670/0-5-8 (min. 0-2-8), J=3101/0-5-8 (min. 0-1-10) Max Horz B=154(LC 8) Max Uplift 131=887(LC 8), J=755(1_C 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins, except 2-0-0 oc purlins (5-2-13 max.): D -E. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-9190/1667, C -D=7128/1377, D -E=-7385/1463, E -F=-5505/1129, F -G=-4433/982, G -H=-4424/1002, H -X=5673/1304, I -X=5739/1291, I -J=-6274/1463 BOT CHORD B -S=1576/8194, R -S=1576/8194, Q -R=1287/6433, P -Q=1460/7298, O -P=970/4892, O -Y=970/4892, N -Y=-970/4892, N -Z=-1025/5076, Z-AA=1025/5076, M-AA=1025/5076, M-AB=1200/5572, AB -AC= -1200/5572, AC -AD= -1200/5572, L -AD= -1200/5572, L-AE=1200/5572, AE-AF=1200/5572, J-AF=1200/5572 WEBS D -R=-214/1351, D-0=328/1610, E -Q=-1463/360, E -P=-2648/539, F -P=-128/1073, F -N=-1380/352, G -N=-784/3608, H -N=1715/597, H -M=-427/1514, I -M=-565/276, C -S=-324/1923, C -R=1851/328 NOTES- (13) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member C -S 2x4 - 1 row at 0-3-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=lb) B=887, J=755. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Q'ipFESS10&41 ONIO r° C 76428 z EXP. 12/31/2018 T CIVIL �TFOFCA Anril 17 7!117 11) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. r, ® WARNING - Verify design Panrmeters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE AVI.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �b� W A1Tek' is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIII Quality Crtteria, DSB-69 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312• Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type— Oty Ply. a• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �Rotheld 850255268 1701-012 cot California Girder 1 �f 2 Job Reference (optional) bystems VIUS LUMDef (A, Anberson, uA Run: o. IVU 5 rea LL —, / Ynm: o. I VU 5 reo LL LU I i IVII I ex IDDu5ine5, Inc. WBc Apr IL ce .o N 1 I rage c ID:ACfC8rAXXyglywOPCzkMfkzalM7_JZwyZ8q_M4d4VmT5ds8PwfhP8xbuXli_aetmOzRTII NOTES- (13) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 Ib down and 73 Ib up at 5-3-7, and 53 Ib down and 60 Ib up at 25-0.0 on top chord, and 2508 Ib down and 425 Ib up at 2-4-0, 1494 Ib down and 311 Ib up at 18-11-9, 279 Ib down and 119 Ib up at 20-11-4, 279 Ib down and 119 Ib up at 22-11-4, 279 Ib down and 119 Ib up at 24-11-4, 21 Ib down and 22 Ib up at 26-11-4, and 59 Ib down and 54 Ib up at 28-11-4, and 32 Ib up at 30-11-4 on bottom chord. -The design/selection of such connection device(s) is the responsibility of others. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -E=60, E -G=-60, G -K=-60, B -J=20 Concentrated Loads (lb) Vert: S=2508(B) Z=1494(F) AA= -279(F) AB=279(F) AC=279(F) AD=21 AE=59(F) AF=29(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 101032015 BEFORE USE. R Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1�iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Chrus HelgMs CA 95 Job Truss Truss Type DEFL. in (loc) Vdefl Ud PLATES GRIP JQty [ly�Rotheld 850255269 170J-012 CO2 COMMON 3 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.27 Job Reference (optional) Systems Plus Lumber LA, Anderson, L:A KUn: o.I UU 5 reD 44 LU I r rnm: o. IUU 5 reu - LU t / ml l ex Inu—nes, in , vveu Npr I < U.:JD:JU eU I I I.uu I ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-SV7JAv9SIfCUifLfeKONy7BtpXKvd0brDENOISzRTIk 5-0-13 10-0-11 _ 15-0$ 20-0-5 25-0 _ 30.6-8 V -11--43A-6$ 50-13 4-11-13 4-11-13 411-13 4-11-13 SS -5 3-1-12 010 �I 5x Scale = 1:58.5 4x4 = D 6-0-13 12-0-10 18-0-6 24-2 3 3058 6-0-13 5-11-13 5-11-13 5-11-13 6-6-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.09 L -M >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.27 M-0 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(CT) 0.09 1 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 156 Ib FT = 20% LUMBER-, TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Bir G WEBS 2X4 DF Stud/Std G *Except* BRACING - TOP CHORD BOT CHORD D-L,D-M: 2X4 DF No.t&Btr G WEDGE Left: 2x4 DF Stud/Std -G REACTIONS. (Ib/size) H=1413/0-5-8 (min. 0-1-8), A=1215/Mechanical, 1=123/0-3-8 (min. 0-1-8) Max Horz A=-221 (LC 9) Max Uplift H=-185(LC 9), A=170(LC 8), 1=-59(LC 9) Max Grav H=1413(LC 1), A=1215(LC 1), 1=126(LC 20) r FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. _ TOP CHORD A -B=-2135/305, B -C=-2039/349, C -D=-1644/305, D -E=-1652/307, E -F=-2016/359 F -G=-2137/345, G -H=-2243/314 BOT CHORD A-0=290/1845, O -V=-168/1565, N -V=-168/1565, M -N=-168/1565, WW= -26/1189, W -X=-26/1189, L -X=-26/1189, L -Y=52/1585, Y -Z=52/1585, K -Z=52/1585, H -K=130/1946 WEBS D -L=165/643, E -L=-499/242, E -K=116/455, G -K=262/175, D -M=163/626, C -M=471/240, C-0=-106/368 Structural wood sheathing directly applied or 4-4-4 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) I except 0=1b) H=185, A=170. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) I. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI L , 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard ® WARNING. Vedly design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use onlywith MrrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPlt Quality Criteria, DSB-99 and BCS, Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. OQ90ESS/O/V �c�, ONIO F2 i P c C 76428 7z X * EX 31/2018 ti Lf'j9 CIVIL �FOFrA 1i MiTek' 7777 Greenback Lane April 12,2017 Job Truss Truss Type City PlyRotheld (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 850255270 1701-Q12 CO3 COMMON - 3 1 BC 0.35 Vert(CT) -0.28 M -N >999 180 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BCLL 0.0 Rep Stress Incr Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:58:56 2017 Page 1 ID:ACfC8rAXXyglywOPCzkMfkzalM?-wihhNF95VzKLKpwrC2vcVLk2VxhwMTn_Su7zrvzRTlj -2.0.0 5 Cry 10.6-3 15ii-0 20-5-13 25-5-11 31-0-0 34-1-12 35-0-0 2 5.6.5 4-11-13 411-13 - 4-11-13 4-11-13 5�-5 3-1-12 0-10 Scale = 1:61.4 4x4 = LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.10 M -N >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.28 M -N >999 180 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.10 J n/a n/a BCDL 10.0 Code IBC2015(rP12014 Matrix -MSH Weight: 159 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G *Except* MiTek recommends that Stabilizers and required cross bracing E-M,E-N: 2X4 DF No.18Btr G be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=1357/0-5-8 (min. 0-1-8), 1=1428/0-5-8 (min. 0-1-8), J=122/0-3.8 (min. 0-1-8) Max Hoa B=198(LC 9) Max Uplift B=223(1_C 8), 1=-186(LC 9), J=-59(LC 9) Max Grav B=1357(LC 1), 1=1428(LC 1), J=126(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2300/310, C -D=2195/355, D -E=-1686/307, E -F=-1684/308, F -G=2046/360, G -H=2168/346, H -I=-2274/316 BOT CHORD B -P=-298/2001, P -W=-170/1619, O -W=-170/1619, N -O=-170/1619, N -X=27/1218, X -Y=27/1218, M -Y=-27/1218, M -Z=54/1614, Z-AA=54/1614, L -AA= -54/1614, I -L=-131 /1974 WEBS E -M=165/645, F -M=-498/242, F -L=116/453, H -L=-262/175, E -N=-164/652, D -N=506/240, D -P=-111/479, C -P=-274/172 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) J except 0=1b) B=223, 1=186. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) J. 8) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSIfrPI 1 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard oQ�pFESSIONq� ONI0 h�Fgc C 76428 �z2� 4 p * �i��/su2018 H st) C10- �FOF CAL April 12,2017 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE Mil -7473 rev. 10/03/1015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall `• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB•89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory PlyRotheld [B:0 -0-4,0-0-01,[H:0-0-4,0-0-01 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical deft and right exposed; Lumber DOL=1.33 plate LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in 850255271 1701-012 C04 Common - 3 1 K -L >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 'BC 0.36 Vert(CT) -0.29 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc: Wed Apr 12 09:58:57 2017 Page 1 ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-OuF3abAjGHSBxyV2mlOr1 YHEWL 185w08gYsXNLzRTli 2-M5S5 10-0-3 15-0-0 20-5-13 25 5-11 31-0-0 33-M ' 2-0-0 5.6.5 4-11-13 �4-11-13 4-11-13 4-11-13 5.6-5 2.0.0 Scale = 1:57.1 4x4 = . 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x5 = 3x5 = 1$ 61r5 12.6-2 18=5.14 24-5-11. 31-0-0 [ 5 6b 5 5-11-13 -1 + 1-13 5-11-13 6.6-5 Plate Offsets (X,Y)— [B:0 -0-4,0-0-01,[H:0-0-4,0-0-01 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical deft and right exposed; Lumber DOL=1.33 plate LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.10 K -L >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 'BC 0.36 Vert(CT) -0.29 K -L >999 180 void unless BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(CT) 0.10 H n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 156 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G 'Except MiTek recommends that Stabilizers and required cross bracing E-K,E-L: 2X4 DF No. 1&Btr G be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1360/0-5-8 (min. 0-1-8),H=1360/0-5-8 (min. 0-1-8) Max Horz B=154(LC 8) Max Uplift B=-222(LC 8), 1-1=222(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=2306/309, C -D= -2202/354,,D -E=-1693/306, E -F=-1693/306, F -G=2202/354, G -H=-2306/310 BOT CHORD B -N=323/2007, N -U=-196/1625, M -U=196/1625, L -M=-196/1625, L -V=-52/1224, V -W=-52/1224, K -W=-52/1224, K -X=78/1625, X -Y=78/1625, J -Y=-78/1625, H -J-169/2007 WEBS E -K=-164/651, F -K=-506/240, F -J=-111/479, G -J=-274/172, E -L=-164/652, D -L=-506/240, D -N-111/479, C -N=-274/172 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical deft and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 A P 1Te 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) B=222, H=222.P�( Q �(FESSIONq�� 01\110 2C yF 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is truss is fabricated by Systems Plus Lumber Co. �_ 2 void unless U p� v ' C 76428 z � LOAD CASE(S) Standard J EXP. 12/31/2018 * CIV11 �P T9TFOFCA April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 091.7473 rev. 10/03@015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown• and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing A P 1Te E.k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the � V fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane . Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Oty PlyRothaid DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.10 M -N >999 240 R50255272 1701-012 C04A COMMON' 4 1 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.10 J n/a n/a BCDL 10.0 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:58:57 2017 Pagel ID:ACfC8rAXXyglywOPCzkMfkzalM?-OuF3abAjGHSBxyV2mlOr1YHDFL195wO8gYsXNLzRTli 2-0-0 5 6 5 101i 3 15-M 20.5-13 25-5-11 31-0-0 34-1-12 35 2-0-0 5-65 4-11-13 4-11-13 4-11-13 4-11-13 5.6-5 3-1-12 0.10 Scale = 1:61.4 4x4 = 6 6 5 1213-2 16-5.14 24-5-11 31-0-0 61'x5 5-1-1 3 5-11-13 5-11-13 - 6.6-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.10 M -N >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.28 M -N >999 180 M11� 1� ' BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.10 J n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -MSH Citrus Hal his, CA 95610 Weight: 159 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G 'ExceptMi7ek recommends that Stabilizers and required cross bracing E-M,E-N: 2X4 DF No.1&Btr G be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) B=1357/0-5-8 (min. 0-1-8), 1=1428/0-5-8 (min. 0-1-8), J=122/0-3-8 (min. 0-1-8) Max Horz B=-198(LC 9) Max Uplift B=-223(LC 8), 1=186(LC 9), J=59(1_C 9) Max Grav B=1357(LC 1), 1=1428(LC 1), J=126(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2300/310, C -D=-2195/355, D -E=-1686/307, E -F=-1684/308, F -G=2046/360, G -H=-2168/346, H -I=-2274/316 BOT CHORD B -P=298/2001, P -W=-170/1619, O -W=-170/1619, N -O=-170/1619, N -X=-27/1218, X -Y=27/1218, M -Y=27/1218, M -Z=54/1614, Z-AA=54/1614, L -AA= -54/1614, I -L=131/1974 WEBS E -M=165/645, F -M=-498/242, F -L=116/453, H -L=-262/175, E -N=-164/652, D -N=506/240, D -P=111/479, C -P=-274/172 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. FESSIQ Nq(� 6) A plate rating reduction of 20% has been applied for the green lumber members. OQ�� NI 0 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) J except 0=1b) ,, tic B=223, 1=186. 8) Beveled to full bearing truss J. =��t,�P��O Z V plate or shim required provide surface with chord at joint(s) O C 76428 z 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ;0 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Of Of 0 EXP. 12131/2018 H LOAD CASE(S) Standard * OF CALIF April 12,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 A�1�e1�' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M11� 1� ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hal his, CA 95610 Job Truss Truss TypeOry 7-5-12 Ply Rotheld B-0-4 Plate Offsets (X,Y)— [E:0-2-10,0-1-81 850255273 1701-012• C05 Common 1 - � 1 LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. in (loc) Job Reference (optional) Systems Plus Lumber w, Anderson, cA - stun: ty.luu s reD 22 zot I Pnne 3.1uo s reb zz 2017 wiek Indusmes, Inc. Wed Apr 1 z 09:53:55 2017 Pagel ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-s4pRoxBLl aa2Z64EKTx4ampFGllhgMiHvCc4vnzRTlh 5S0 10-8-7 18-2-3 26-2-7 28-2-7 5b-0 ' 5-2.8 7-5-12 8-0.4 } 2 —0 3x4 4x4 = C Scale = 1:50.3 4x5 = oxo 4x8 = 2x4 II 3x4 J I$ LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No.1&Btr G *Except* BOT CHORD D-G,A-J,B-J: 2X4 DF Stud/Std G WEBS REACTIONS. (Ib/size) J=1038/Mechanical, E=1167/0-5-8 (min. 0-1-8) Max Horz J=-191(LC 6) Max Uplift J=123(LC 8), E=-209(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=1048/212, C -D=1088/178, D -E=1787/269 BOT CHORD J -N=-104/847, N -O=-104/847, 1-0=-104/847, H -I=-104/847, G -H=105/1523, E -G=-105/1523 WEBS C -H=-35/566, D-1-1=748/281, D -G=0/293, B -J=-1098/157 Structural wood sheathing directly applied or 4-5-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt D -H, B -J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. �pFESSIO/Vq 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 0=1b)Q 4 �P�Sh� 2c J=123, E=209. � ONIO 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. J O C 76428 Z LOAD CASES) Standard X * y EXP. 1 31/2018 ^1 OF April 12,2017 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. ■ Design valid for use only with Mi ekO connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing NiiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPIt Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 10-8-7 7-5-12 B-0-4 Plate Offsets (X,Y)— [E:0-2-10,0-1-81 LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC' 0.84 Vert(LL) -0.26 H -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.81 H -J >387 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(CT) 0.06 E n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 127 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No.1&Btr G *Except* BOT CHORD D-G,A-J,B-J: 2X4 DF Stud/Std G WEBS REACTIONS. (Ib/size) J=1038/Mechanical, E=1167/0-5-8 (min. 0-1-8) Max Horz J=-191(LC 6) Max Uplift J=123(LC 8), E=-209(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=1048/212, C -D=1088/178, D -E=1787/269 BOT CHORD J -N=-104/847, N -O=-104/847, 1-0=-104/847, H -I=-104/847, G -H=105/1523, E -G=-105/1523 WEBS C -H=-35/566, D-1-1=748/281, D -G=0/293, B -J=-1098/157 Structural wood sheathing directly applied or 4-5-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt D -H, B -J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. �pFESSIO/Vq 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 0=1b)Q 4 �P�Sh� 2c J=123, E=209. � ONIO 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. J O C 76428 Z LOAD CASES) Standard X * y EXP. 1 31/2018 ^1 OF April 12,2017 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. ■ Design valid for use only with Mi ekO connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing NiiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPIt Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply CSI. DEFL. in (loc) Udefl Ud PLATES GRIP • Plate Grip DOL 1.15 TC 0.59 �Rotheld R50255274 1701,012 -05G Common Girder 1 2 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:58:59 2017 Page 1 ID:ACfC8rAXXygl ywOPCzkMlkzalM?-LHNp?HCzoujvBGfQtASJ6zMUt9c4Zi8R8sLeSDzRTIg r 5-6-51115-3 156.0 20-5-13 25-5-11 31-0-0 33-0-0 5.6-5 4-11-13 411-13 4-11-13 411-13 5.6-5 2-0-0 Scale c 1:53.0 4x4 = 6x12 II 4X6 = bXn 4x8 = 4x6 = 6x12 II oxry Plate Offsets (X,Y)— [A:0.3-7,0-301, [G:0-3-7,0-30] [I:0-6-4,0-30] [N:0-6-4 0-30] • ■ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.16 M -N >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT) -0.40 M -N >908 180 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.09 G n/a n/a Citrus Heights, CA 95610 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 395 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 35-9 oc purlins. BOT CHORD 2x8 OF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Stud/Std G *Except* WEBS 1 Row at midpt B -M D-K,F-1,B-N: 2X4 OF No.1&BV G REACTIONS. (Ib/size) A=6541/0-5-8 (min. 0-38), G=2257/0-58 (min. 0-1-8) Max Horz A=-174(LC 32) Max Uplift A=-1771(LC 8), G=-500(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-13340/3671, B -C=6192/1579, C -D=-3462/860, D -E=-3459/864, E -F=-3932/877, F -G= -4214i880 BOT CHORD A -S=-3336/11882, S -T=3336/11882, N -T=3336/11882, M -N=3336/11882, L -M=1376/5505, K -L=1376;5505, J -K=619/3458, I -J=690/3731, G -I=-690/3731 WEBS D -K=656/2733, E -K=596/216, E -J=0/338, F -J=332/169, C -K=-3361/1056, C -M=-855/3107, B -M=-6898/2117, B -N=1626/5643 NOTES- (11) 1) 2 -ply truss to be connected together with 1Old (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-30 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member F -I 2x4 - 2 rows staggered at 0-2-0 oc, member B -N 2x4 - 2 rows staggered at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS ()FESSIQN q( (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate Q� O FCC grip DOL=1.33 ��ON10 h 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 1-0-0 wide U O� will fit between the bottom chord and any other members. f, C 76428 z 7) A plate rating reduction of 20% has been applied for the green lumber members. 0 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) EXP. 1 2131 /2 01 8 A=1771, G=500. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 Ib down at 2-0-12, and 85 Ib down at 4-0-12, and 6133 Ib down and 1911 Ib up at 4-8-0 on bottom chord. The design/selection of such connection device(s) 9TFOF CAU is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 12,2017 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1010312015 BEFORE USE. • ■ Design valid for use only with MiTex® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing fVi;Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For General guidance regarding the fabrication, storage• delivery, erection and bracing of trusses and truss systems, see ANSIrrPit Quality Criteria, DSB-99 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty �Rotheld /250255274 1701.012. COSG Common Girder 1 2 Job Reference (optional) Job Truss Truss Type MY [lySysPius Lumber Co, Anderson, CA - Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:58:59 2017 Page 2 ID:ACfC8rAXXyglywOPCzkMFl¢aIM?-LHNp?HCzoujvBGfQtASJ6zMUt9c4Zi8R8sLeSDzRTIg LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -H=60, A -G=20 Concentrated Loads (lb) Vert: N=6069(B) S=67(B) T= -85(B) WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual builtling component, not a truss system. Before use, the builtling designer must verify the applicability of design parameters antl property incorporate this design into the overallp qbuildingdesign. Bracing indicated is to prevent buckling of individual truss web antl/or chord members only. Additional temporary and permanent bracingf V 7iT.A.'k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the -fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job Truss Truss Type_ Qty Ply Rothe PLATES GRIP TCLL 20.0 rt � . 1.15 TC ,0.67 850255275 1701-012 C06 COMMON 5 1 BC 0.75 � I -J >307 180 BCL_ 0.0 Rep Stress Incr Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:00 2017 Pagel I D:ACfC8rAXXyg1 ywOPCzkMfkzalM?-pTwCDdCbZCrmoOEdRuzYfBveRYy119SaNV5B_gzRTlf 0-8-12 4-0-0 5 -10 7S9 10.8-7 13.85 15-84 174-14 20.8 2 26-2-7 0 -12 3-34 1 8-9 1-11-15 2-11-14 2-11-14 1-11-15 1 8-9 334 5-6-5 ... - 4x8 = 5x8 = 5x8 = 3x5 = :42.6 H 5 LOADING (psf) SPACING- 2-0-0 CSI.DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.15 TC ,0.67 Vert(LL) -0.37 I -J >849 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.75 Vert(CT) -1.02 I -J >307 180 BCL_ 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.06 H n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -MSH Weight: 147 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. J -K: 2X6 DF SS G escommends that Stabilizers and required cross bracing b . installed during truss erection, in accordance with Stabilizer Installation Ade. REACTIONS. (Ib/size) H=1123/0-5-8 (min. 0-1-8), M=1161/Mechanical Max Horz M=-172(LC 6) Max Uplift H=-79(LC 9), M=-5(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=1302/44, C -Q=-356/0, D-0=288/28, E -R=252/0, E -F=-1389/24, F -G=2172/215, G -H=-2195/123 BOT CHORD L -M=-6/908, K -L=-6/908, J -K=0/1165, I -J=0/1525, H -I=-45/1907 WEBS E -J=-48/442, C -E=978/87, B -M=-1330/0, B -K=0/486, F -J=-604/245, F-1=161/603 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 200.01b AC unit load placed on the top chord, 15-0-8 from left end, supported at two points, 4-0-0 apart. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCOL = 10.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) H, M. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard o'09, SlONgC c� P�(ONIO 6 C 76428 z OF April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO -7473 rev. 1 010 312 0 1 5 BEFORE USE. • Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and aroperly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing g�pITek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Cyt fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSI/TPI1 Quality Criteria, DSB•89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 72314. Suite 109 Citrus Heights, CA 95610 Job TrussTruss Type Qty Ply PLATES GRIP ' Plate Grip DOL 1.15 TC 0.31 Vert(LL) 0.17AE-AG >999 240 MT20 220/195 �Rotlheld R50255276 1701:012 . D01 BOSTON HIP 1 2 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:04 2017 Page 1 ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-hEAi2_G6dQLCH 1 XOgj2Up 1305AO3E44AH7307RzRTlb 13-10.0 19-40 21-10.0 i -2-0.0 45-4 11-2-0 12-6-013-8-0.,15-2-0.16-6-0171 -40 19.2.0 206-0 i 2&6-12 i 2-40 - 45-0 6-8-12 1.40 1.2.0 1.4-0 1-4-0 1-0-0 1.40 1.2.0 1.4.0 6-8-12 4-1 0.2.0 0-2-0 Scale = 1:62.7 4x4 = 6.00 T2 4x8 = 3x4 = 4x6 3x4 = 3xq = 4x8 = 4x8 = Plate LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) 0.17AE-AG >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.42AE-AG >946 180 Citrus Heights, CA 95610 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(CT) 0.13 AA n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MSH Weight: 501 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G 'Except* TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins. D -Y: 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2X6 DF SS G JOINTS 1 Brace at J11(s): S, 0, W, F, K WEBS - 2X4 DF Stud/Std G REACTIONS. (Ib/size) B=4006/0-3-8 (min. 0-2-2), AA=4036/0-3-8 (min. 0-2-2) Max Horz B=-163,(LC 32) Max Uplift 13=1256(LC 8), AA=-1242(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-7987/2482, C -BB= -7176/2261, D -BB= -6993/2209, D -E=18101506, E -G=1790/515, G -H=-1744/520, H -J=17441538, J -L=1700/539, L -N=1685/556, N -P=1698/565, P -R=-1668/538, R -T=1783/560, T -V=1743/530, V -X=-1803/529, X -Y=-1824/520, Y-BC=7058/2171, Z -BC= -7241/2224, Z -AA= -8054/2450, D -F=5298/1787, F-1=5298/1787, I -K=5298/1787, K -M=-5271/1781, M-0=5271/1781, O -Q=5271/1781, Q -S=-5271/1781, S -U=-5300/1771, U -W=5300/1771, W -Y=5300/1771 BOT CHORD B-AN=229117120, AN -AO= -2291/7120, AI -A0=2 29 1171 2 0, AI-AP=229117120, AH -AP= -2291/7120, AH-AQ=2026/6385, AQ-AR=2026/6385, AG -AR= -2026/6385, AG -AS= -1980/6852, AF-AS=1980/6852, AF-AT=1980/6852, AT-AU=1980/6852, AU-AV=1980/6852, AE-AV=1980/6852, AE -AW= -1862/6441, AW -AX= -1862/6441, AD-AX=1862/6441, AD-AY=2099/7180, AC-AY=2099/7180, AC -AZ= -2099/7180, AZ-BA=2099/7180, AA-BA=2099/7180 WEBS D-AH=324/1140, Y -AD= -304/1190, D -AG= -159/589, K -AG= -275/800, S-AG=250/154, S -AE= -229/756, Y -AE= -152/532, C-AI=168/687, C -AH= -759/276, Z-AD=759/282, Z -AC= -173/690, N-0=-415/1251 NOTES- (14) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 = 1 row at 0-7-0 oc, 2x6 - 2 rows staggered a` 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4). Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide ei$ Q�OFESSlO/yq� ON IO C 76428 . z tT p * EXP. 1 31/2018 ^7 sT9 clvlL OFCAL ADM 12.2017 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI -7473 rev. 10103/2015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not " a truss system. Before use. the building designer must -verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ni iTek' is always required for stability and to prevent collapse with possible personal injury and property damage- For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSO P11 Quality Crtterla, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type OtyPly �Rotheld 850255276 1701-012 D01 BOSTON HIP . - 1 2 Job Reference (optional) Systems Ylus Umber tJo, Anderson, GA ' - Kun: a.l uu s reD LL Lu I I rnm: a. iuu s reD zz zu r I MI I eK Inousures, Inc. vveo Apr 1[ uaA9:u9 4— / raga L ID:ACfC8rAXXyglywOPCzkMfkzalM?-hEAi2 G6dQLCH1XOgj2Upl3Q5AO3E44AH7307RzRTlb NOTES- (14) 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) B=1256, AA=1242. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 322 Ib down and 270 Ib up at 8-0-0, and 322 Ib down and 270 Ib up at 25-0-0 on top chord, and 282 Ib down and 127 Ib up at 2-0-12, 371 Ib down and 154 Ib up at 4-0-12, 279 Ib down and 70 Ib up at 6-0-12, 279 Ib down and 119 Ib up at 8-0-12, 279 Ib down and 119 Ib up at 10-0-12, 279 Ib down and 119 Ib up at 12-0-12, 279 Ib down and 119 Ib up at 14-0-12, 279 Ib down and 119 Ib up at 16-0-12,294 Ib down and 107 Ib up at 16-11-4, 294 Ib down and 107 Ib up at 18-11-4, 294 Ib down and 107 Ib up at 20-11-4, 294 Ib down and 107 Ib up at 22-11-4, 294 Ib down and 107 Ib up at 24-11-4, 294 Ib down and 73 Ib up at 26-11-4, and 371 Ib down and 154 Ib up at 28-11-4, and 282 Ib down and 127 Ib up at 30-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1:15 Uniform Loads (ptf) Vert: B -AA= -20, A -D=-60, D -N=-60, N -Y=60, Y -AB= -60 Concentrated Loads (lb) Vert: AH= -279(8) AD=294(13) AN=282(13) AO= -371(B) AP=279(8) AQ= -279(8) AR=279(6) AS=279(6) AT= -279(B) AU=294(13) AV= -294(8) AW ---294(B) AX= -294(6) AY= -294(B) AZ= -371(B) BA= -282(B) BB= -209 BC=209 a ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 01.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M7ek4l) connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall INV p• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Oy'iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 r.lt— MnlnMc cn as Job Truss Truss Type Qty Ply PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.14 M-0 >999 240 �Rotheld 850255277 1701=012 D02 Common 3 1 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.12 J n/a n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:05 2017 Page 1 I D:ACfC8rAXXyg 1 ywOPCzkMfkzal M?-9Qk5GKGkOkT3vB6a E RZj M Ecc?Zj3zUxJ WnoyflzRTla 2-M 510-5 11-2-3 16-6-0 21-9-13 27-1-11 33-0-0 35-0-0 22-0-0 5 10-5 5-3-13 5-3-13 I 5-3-13 5313 i 5-105 2-0-0 4x4 = 6.00 12 Scale = 1:59.4 4x4 = 3x4 = 3x6 = 4x8 = 3x4 = 4x4 = I$ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.14 M-0 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.39 M-0 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.12 J n/a n/a BCDL 10.0 Code IBC2015lrP12014 Matrix -MSH Weight: 158 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Stud/Std G 'Except'MiTek recommends that Stabilizers and required cross bracing F-M,G-M,E-M: 2X4 DF No.1&Btr G be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) B=144010.5-8 (min. 0-1-9), J=1440/0-5-8 (min. 0-1-9) Max Horz B=163(LC 8) Max Uplift B=-233(LC 8), J=-233(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=2452/345, C -D=2220/305, D -E=-2089/320, E -F=1555/267, F -G=1555/267, G -H=-2089/320, H -I=-2220/305, I -J=2452/346 BOT CHORD B-0=360/2138, 04=212/1733, N -V=-212/1733, M -N=-212/1733, M -W=-86/1733, W -X=-86/1733, L -X=-86/1733, J -L=197/2138 WEBS F -M=123/1028, G -M=-607/241, G -L=-42/485, I -L=-316/188, E -M=-607/240, E-0=-42/485„ C-0=316/188 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=911mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) B=233, J=233. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIIrPI 1 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�pFESSION,9� i 6 C 76428 z 0 * EXP. 12/31/2018 OF April 12,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hell his, CA 95610 Job Truss Truss Type Qty Ply Rotheld GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.14 R50255278 1701,012 . D02G Common Girder 2 n G Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:06 2017 Page 1 ID:ACfC8rAXXygl ywOPCzkMtkzalM?-ddl7 TgHM92bwWLhmo64yuS8glzOvisSTIRYVBJzRTIZ 5.10-5 11-2-3 16-" 21-9-13 27-1-11 33-0-0 35-" 5-10-5 ' 5-3-13 ' 5-3-13 ' 5-3-13 _ 5.3-13 5-10.5 2-0-0 Scale = 1:56.2 4x4'= 4x12 MT20HS 11 4X6 = 5xB = 4x8 = 4x6 = 4x12 MT20HS I I 5x14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.14 N-0 >999 240 MT20 220/195 ' TCDL 10.0 Lumber DOL 1.15 BC 0.70 Vert(CT) -0.41 N-0 >956 180 MT20HS 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.09 H n/a n/a Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. BCDL 10.0 Code IBC2015rTP12014 Matrix -MSH 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to Weight: 426 Ib FT = 20% LUMBER- 3) Unbalanced roof live loads have been considered for this design. BRACING - 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; OFESSION TOP CHORD 2X4 OF No. 1&Btr G F� TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD 2x8 OF SS a 10.0 psf bottom chord live load nonconcurrent with any other live loads. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. J U� C 76428 70 0p WEBS 2X4 OF Stud/Std G *Except* WEBS 1 Row at mid pt B -N 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) D-L,E-L,C-L: 2X4 OF No.t&Btr G, G-J,B-O: 2X6 OF SS G A=1355, H=419. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI REACTIONS. (Ib/size) A=6434/D-5-8. (min. 0-3-7), H=2247/0-58 (min. D-1-8) Max Horz A=-182(LC 13) Max Uplift A-1355(LC 8), H=-419(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD A -B=13191/2758, B -C=5979/1174, C -D=-3353/670, D -E=-3350/673, E -F=3740/693, F -G=-3884/676, G -H=-4200/706 BOT CHORD A -T=2532/11750, T -U=2532/11750, O -U=2532/11750, N-0=2532/11750, N -V=-1015/5309, M -V=-1015/5309, L -M=1015/5309, L -W=-444/3409, K -W=-444/3409, J -K=-536/3721, H -J=-536/3721 WEBS D -L=-476/2609, E -L=-662/230, E -K=0/374, G -K=352/168, C -L=-3198/803, C -N=-569/2884, B -N=6881/1618, B-0=1147/5402 NOTES- (12) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 3 rows staggered at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; OFESSION MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate F� grip DOL=1.33 �O ��ON10 y 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. k7 2 m 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide J U� C 76428 70 0p will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. EXP. 1 31!2018 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) A=1355, H=419. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI T9 rFOF CAOF 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 16 Ib down and 18 Ib up at 2-0-12, and 139 Ib down and 102 Ib up at 40-12, and 5789 Ib down and 1251 Ib up at 4-8-0 on bottom chord. The April 12,2017 design/selection of such connection device(s) is the responsibility of others. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent Duckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 7777 Greenback Lane Suhe 109 Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:06 2017 Page 2 ID:ACfC8rAXXyg1 ywOPCzkfvlfkzalM?-ddITTgHM92bwWLhmo84yuSBglzOvisSTIRYVBJzRTIZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (ptf) Vert: A-D=60, D-1=-60, A-H=-20 Concentrated Loads (lb) Vert: 0=5789(F) T=16(F) U=-139(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indMdual truss web andlor chord members only. Additional temporary and permanent bracing X M11i(r A®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVIVII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply �Rotheld 1250255278 1701.012 - D02G Common Girder 2 n G Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:06 2017 Page 2 ID:ACfC8rAXXyg1 ywOPCzkfvlfkzalM?-ddITTgHM92bwWLhmo84yuSBglzOvisSTIRYVBJzRTIZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (ptf) Vert: A-D=60, D-1=-60, A-H=-20 Concentrated Loads (lb) Vert: 0=5789(F) T=16(F) U=-139(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indMdual truss web andlor chord members only. Additional temporary and permanent bracing X M11i(r A®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVIVII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply �Rotheld 1250255278 1701.012 - D02G Common Girder 2 n G Job Reference (optional) j Job Truss Truss Type Qty DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 . ' 1ply.Rotheld R50255279 1701-012 D03 Common 6 1 Vert(CT) -0.31 I -P >999 180 6) Refer to girder(s) for truss to truss connections.FESS/O BCLL 0.0 ' Rep Stress Incr YES Job Reference (optional) oysrems rms wmuer w, nnaersvn, �,h rcw np, , rvyv ID:ACfC8rAXXyglywOPCzkMfkzalMl-6psrh0l_wLjn8VGzLsbBRfht5NQ3ROQc 5H3kmzRTIY d-0-12 6�-10 11-8-7 17-0 4 22-4 28-2-7 } 30 27 1-0-12 5-3-13 - 5-3-13 5-3-13 5-3-13 5-10-5 - 2-0-0 3x6 4x4 = Scale = 1:53.6 3x4 II - 3x5 = 3x5 = 4x8 = 3x4 = • 3x5 3-8.11 11-8-7 19.8-3 28-2-7 3.8-11 7-11-12 7-11-12 B-64 Plate Offsets (X Y)— jG:0-2-10,0-1-81 1$ LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 . ' grip DOL=1.33 Vert(LL) -0.09 I -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.31 I -P >999 180 6) Refer to girder(s) for truss to truss connections.FESS/O BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.06 G n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix -MSH Q 0 1 3112018 ti ®P. Weight: 145 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C-J,D-J,B-J: 2X4 DF No. t&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer r Installation guide. REACTIONS. (Ib/size) M=1118/Mechanical, G=1247/0-5-8 (min. 0-1-8) Max Horz M=-197(LC 6) 1 Max Uplift M=l34(LC 8), G=220(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ' TOP CHORD A -B=966/128, B -C=1130/237, C -D=-1125/215, D -E=-1662/291, E -F=1793/275, F -G=2026/316, A -M=1098/138 BOT CHORD L -Q=-106/990, K -Q=-106/990, J -K=106/990, J -R=28/1350, R -S=-28/1350, I -S=28/1350, G -I=-171/1758 WEBS C -J=-98/075, D -J=609/242, D-1=43/484, F -I=-318/188, B -L=450/114, A -L=36/930 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDa_=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections.FESS/O N'9��. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 0=1b)Q�0 M=134, G=220. �Cr ONIO �c �O P��yF 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) WARNING: Engineering is truss is fabricated by Systems Plus Lumber Co. void unless U O� v C 76428 LOAD CASE(S) Standard Q 0 1 3112018 ti ®P. OFCAU. r April 12,2017 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members on17. Additional temporary and permanent bracing L1 A Or�l.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the � V� Ii fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply . aid BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD LOADING (psf) SPACING- 2-0-0 JRoth . 850255280 1701.012 I. DD4 Common 1 1 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.13 K -M >999 Job Reference (optional) aysrems rens Ltrmoer w, I oerson, mun: o. i uu s reo cc m i I rnm: o. 1 U s re— Zu i I M1 i ex mausmes, mc. vveo rpr i c ua:osuo cu i I rage r . ID:ACfC8rAXXyg"OPCzkMfkzalM?-a?PDuMJchfremfr9vZ6Q tE5KnIdArYICllcGCzRTIX 5.10-5 11-2-3 16- 21-9-13 27-1-11 33-0-0 5-10-5 5-3 13 53-13 53-13 5-313 5-10-5 2 0 0 Scale = 1:57.3 M al G a 4x4 = D 4x4 = . 3x4 = 3x6 = 4x8 = 3x4 = 4x4 = ' 8-64 1) Unbalanced roof live loads have been considered for this design. 7-11-12 2X4 DF No.1&Btr G TOP CHORD 7-11-12 BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . I/deft Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.13 K -M >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0:49 Vert(CT) -0.38 K -M >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(CT) 0.12 H n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH B -M=-334/197 PLATES GRIP; MT20 220/195 Weight: 155 Ib FT = 20% Ig LUMBER- BRACING - 1) Unbalanced roof live loads have been considered for this design. TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G 'Except' MTek recommends that Stabilizers and required cross bracing 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide D-K,E-K,C-K: 2X4 DF No.1 &Btr G be installed during truss erection, in accordance with Stabilizer " Installation uide. REACTIONS. (Ib/size) A=1316/0-5-8 (min. 0-1-8), H=1444/0-5-8 (min. 0-1-9) A=186; H=234. �OFESSIOA14 Max Horz A=-180(LC 9) Q �� ONIO O ( �i void unless Max Uplift A=-1 86(LC 8), H=234(LC 9) LOAD CASE(S) Standard FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-2473/364, B -C=-2250/335, C -D=-1562/268, D -E=-1562/270, E -F=-2097/321, � o F -G=2228/306, G -H=2460/347 BOT CHORD A -M=-379/2176, M -T=-220/1747, L -T=-220/1747, K -L=-220/1747, K -U=-90/1740, U -V-90/1740; J -V=-90/1740, H -J=-198/2145 WEBS D -K=-125/1034, E -K=-607/241, E -J=42/485, G -J=316/188, C -K=618/246, C -M=-55/493, B -M=-334/197 NOTES- • (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) A=186; H=234. �OFESSIOA14 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is truss is fabricated by Systems Plus Lumber Co. Q �� ONIO O ( �i void unless � y LOAD CASE(S) Standard t° C 76428 z � � o ®P.�rsvzols AV OF April 12,2017 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 10/032015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing B A i�e l.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �V ft fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available ;ram Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 223:4. Suite 109 Job Truss Truss Type Qty Ply [G:0 -D-0,0-0-81 BOT CHORD A -L=2504/3157, L -S=1304/1908, K -S=751/1719, J -K=345/1719, J -T=-217/1679, LOADING (psf) SPACING- 2-0-0 CSI. Ltheld850255281 17012012 ' D05D COMMON 1 1b Vert(LL) -0.13 I -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:09 2017 Page 1 ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-2Czb6iJFSzzVNoOLTHefW4mDWB5_vlpvRPm9oezRTl W 510-5 1 11-2-3 16.6-0 21-9-13 27-1-11 32-10-8 510-5 5-3-13 53-13 5-3-13 5-3-13 5$-13 9' Scale = 1:56.0 44 G n 4x6 = 3x4 = 3x6 = 4x8 _ 3x4 = 4x6 = 8.6.4 16.6-024-5-12 30-10-0 32-10.8 8.6.4 7-11-12 7-11-12 6-0-4 2-0-8 Plate Offsets (X,Y)— [G:0 -D-0,0-0-81 BOT CHORD A -L=2504/3157, L -S=1304/1908, K -S=751/1719, J -K=345/1719, J -T=-217/1679, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.13 I -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.43 I -J >856 180 U O� C 76428 z BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.12 G n/a n/a * BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH 9rFOF Weight: 152 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 4-2-5 oc bracing. WEBS 2X4 DF Stud/Std G *Except* MiTek recommends that Stabilizers and required cross bracing D-J,E-J,C-J: 2X4 DF No.1 &Btr G be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=1302/0-5-8 (min. 0-1-14), G=1128/2-4-0 (min. 0-1-13), H=201/0-3.8 (min. 0-1-8) Max Horz A=147(LC 27) Max Uplift A=1295(1 -C 27), G=1337(LC 30), H=-54(LC 29) Max Grav A=1756(LC 40), G=16B4(LC 39), H=237(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BI COUNTY BUTTE TTE TOP CHORD A -B=-3467/2697, B -C=-2695/1896, C -D=1549/1038, D -E=-1547/1040, E -F=2534/1880, F -G=-3459/2676 BUILDING DIVISION BOT CHORD A -L=2504/3157, L -S=1304/1908, K -S=751/1719, J -K=345/1719, J -T=-217/1679, T -U=-628/1679, 1-U=-1176/1880, H -I=-2019/2822, G -H=2338/3059 APPROVED D -J=130/1010, E -J=561/253, E-1=79/365, F-1=268/223, C -J=617/255, C -L=80/489, is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the B -L=-335/217 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Criteria, DSB-89 and BCSI Building Component NOTES- (9) , 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 NIITek' 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Criteria, DSB-89 and BCSI Building Component will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 5) A plate rating reduction of 20% has been applied for the green lumber members. FESS/O/vq 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) H except (jt=1b) 01\110yF F.�C A=1295, G=1337. �OQQ�� �r 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for drag load Z 2 a total of 4390 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist U O� C 76428 z drag loads along bottom chord from 0-0-0 to 32-10-8 for 133.5 pff. �10 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q y EX 31/2018 ti LOAD CASE(S) Standard * ` sr CIVtI 9rFOF r A\ -\F April 12,2017 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. , Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andior'chord members only. Additional temporary and permanent bracing NIITek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory 1-1.8 611-3 7-0-1 Plate Offsets (X,Y)- [B:D-0-4,0-0-01,[G:0-4-0.0-1-4) grip DOL=1.33 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �Ply1Rotheld R50255282 1701-012 -• D06 California 1 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.10 M-0 >999 240 MT20 220/195 TCDL 10.0 Job Reference (optional) Systems Plus Lumber Go, Anderson, GA Hun: d.I uu s reD ZZ ZUl I runt: d.1u0 s t•eD ZZ Zal / MI I eK Inaustnes, Inc. wea Apr 12 a9:09:1D Z01 / rage 1 ID:ACfC8rAXXyglywOPCzkMfkzalM?-WOX J1KtCG5L?y?YO 9u3IJNlaRjejG2g3WjK5zRTIV 17.0.12 16.7-13 X2-40 -1 107-1,51511-4 16-431 23-11.16 1 31-0-0 • 2-0-0 5.71 5.0-12 635 44-5 611.3 7-41 Scale = 1:58.8 4x4 $10 )� . 6.00 12 rn dP 3x4= 3x6 = 3x4 II 3x5 = 4x8 =3x4 = 5x6 = 8-1-9 15.11-4 17-0-12 23-11-15 31-M r 8-1-9 7-9-11 1-1.8 611-3 7-0-1 Plate Offsets (X,Y)- [B:D-0-4,0-0-01,[G:0-4-0.0-1-4) grip DOL=1.33 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.10 M-0 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.32 M-0 >999 180 Q EXP. 1 2/3112 01 8 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 J n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 174 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btf G TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, BOT CHORD 2X4 DF No. I&Bir G except end verticals, and 2-0-0 oc purlins (5-10-7 max.): F -G. WEBS 2X4 DF No. t&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C-O,E-O,H-K,I-J,I-K: 2X4 DF Stud/Std G WEBS 1 Row at midpt H -L MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1361/0-5-8 (min. 0-1-8),J=1234/0-5-8 (min. 0-1-8) Max Horz B=179(LC 12) Max Uplift B=-224(LC 8), J=-158(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2291/323, C -D=2073/285, D -E=1948/300, E -F=-1424/229, F -G=1211/247, G -H=-1439/236, 1-1-1=1792/232, I -J=1167/193 BOT CHORD B -O=-358/1996, O -S=-222/1616, N -S=222/1616, N -T=-222/1616, M -T=-222/1616, L -M=-48/1182, K -L=-145/1531 WEBS C -O=-295/177, E-0=-35/470, E -M=-590/232, F -M=-96/348, G -M=-120/378, G -L=-80/295, H -L=-449/216, I -K=97/1394 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M 1.7473 rev. 10/0312015 BEFORE USE. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �o�ESS/0/v will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Q ��.y OHIO 6) A plate rating reduction of 20% has been applied for the green lumber members. (`O h 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (A=lb) B=224, J=15.9.C Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 76428 Z 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) device(s) be to load(s) 29 Ib down 11 Ib Q EXP. 1 2/3112 01 8 or other connection shall provided sufficient support concentrated and up at * 16-11-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. T 9TFOFCALIF LOADCASE(S) Standard April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M 1.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual buildingcomponent, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing N A �4®E.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M V i 1 Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his, CA 95610 Job - Truss Truss Type Qty Ply [otheld850255282 1170111012D06California 1 1ob — Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:10 2017 Page 2 ID:ACfC8rAXXyglywOPCzkMfkzalM?-WOX JiKtCG5L?y?YO 9u31JN1aRjejG2g3WjK5zRTIV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (ptf) Vert: A -F=-60, F -G=-60, G-1=60, J -P=-20 Concentrated Loads (lb) Vert: G=6 r , 10 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI -7473 rev. 10/032015 BEFORE USE. Design valid for use onlywith MiTekds connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not - �• a truss system. Before use, the building designer must verilyme applicability of design parameters and property inco rat oe this design into the overall piT®k• • building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing t9 is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PtyRotheld Plate Offsets (X,Y)— [B:0-2-10,0-1-8] • LOADING (psi) 1 R50255283 1701-012 D07 California 1 1 TC 0.43 t O -R >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:11 2017 Page 1 ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-_a5M WNLVzaDCd6akahg7bVsaP_m8NAECujFGtXzRTIU 19.0.12 5-65 10-6-3 1560 i L-11 118.7.13 1 1 24.11-15 i 31-0-0 2-0-0 58-5 4-11-13 4-11-13 1-9-5 1-4-6 611-3 60-1 0-0-15 Scale = 1:56.4 4x4 = gf eve = 4x4 3x5 - 3x4 = 3x5 = 3x4 II 4x8 = 4x8 = 5x6 = 8-10-15 17.3-5 19-0-12 24-11-15 31-0-0 8-10-15 8-4-7 1-9-7 5-113 6-D-1 Plate Offsets (X,Y)— [B:0-2-10,0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.10 O -R >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.36 0-R >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.08 J n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 178 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins (5-9-1 max.): F -G. WEBS 2X4 DF Stud/Std G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. D-M,E-M: 2X4 DF No.1&Btr G WEBS 1 Row at midpt D -M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.' REACTIONS. (Ib/size) B=1372/0-5-8 (min. 0-1-8),J=1248/0-5-8 (min. 0-1-8) Max Horz B=175(LC 12) Max Uplift B=-256(LC 8), J=186(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2312/401, C -D=-2045/351, D -E=-1389/286, E -F=-1510/341, F -S=-1324/291, G -S=-1319/289, G -H=1568/307, H -I=-1784/273, I -J=1190/215 BOT CHORD B -O=-42412017, 0-T=-279/1655, N -T=-279/1655, N -U=-279/1655, M -U=279/1655, L -M=-151/1386, K -L=-193/1533 WEBS C -O=-317/183, D -O=-8/469, D -M=621/217, E -M=-189/1013, F -M=520/228, F -L=-311/69, G -L=-47/442, H -L=300/174,1 -K=-155/1434 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �O?ESS/0/yq will id between the bottom chord and any other members, with BCDL = 10.Opsf. Q 4 �F tic 6) A plate rating reduction of 20% has been applied for the green lumber members. � � ON10 y 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (it=lb) �� �Q Z B=256, J=186. V C 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSU76428 TPI 1. Z � 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q O 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 Ib down and 30 Ib up at * y EXP. 12/3112 1735, and 113 Ib down and 97 Ib up at 18-7-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. P 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 9TFOF A0F April 12,2017 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Nei Ms CA 95610 Job Truss Truss Type Qty Ply Rotheld _ a truss system. Before use, the tuilding designer must verify the applicability of design parameters and property incorporate this design into the overall 850255283 1701.012 D07 California i .. 1 MV Y 1 Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:112017 Page 2 ID:ACfC8rAXXyg l ywOPCzkMfkzalM?_a5MWNLVzaDCd6akahg7bVsaP_m8NAECujFGtXzRT1 U LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -E=-60, E -F=-60, F -G=60, G -I=-60, J -P=20 Concentrated Loads (lb) Vert: F=32 S=-0 I ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ■ Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not .�• r ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ■ Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not .�• " a truss system. Before use, the tuilding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing N A �4e 1.' is always required for stability ani to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MV Y 1 Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty LOADING (psf) SPACING- 2-15-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP [lyeldRoth 850255284 1701012 / DOB California1 � 1 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.27 M -N >999 180 BCLL 0.0 ' Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 Mi Tek Industries, Inc. Wed Apr 12 09:59:12 2017 Page 1 I D:ACfC8rAXXygl ywOPCzkMfkzalM?-SnfkkjM7kuL3FG9w8PBM8jOmpOBW6dTL7N?gPzzRTIT 21-0.12 i -2-0.0 5-6-5 10-6-3 1935 120.7-13 i 2571.15 31.0.0 2A-0 5.6.5 4.11-13 4-11-13 3-9-5 1-48 4.11-3 5-0.1 0.4-15 • Scale = 1:56.4 4x4 = 3x4 = 3x5 = 4x8 = 3x4 II 3x5 = 3x4 = 3x4 = 4x5 = 14 Plate Offsets (X Y)— [B:0 -0-4,0-0-0],[G:0-4-0,0-1-4] 1) Unbalanced roof live loads have been considered for this design. LOADING (psf) SPACING- 2-15-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.08 N -P >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.27 M -N >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.08 J n/a n/a Q BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH * responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Weight: 177 Ib FT = 20% LUMBER- BRACING - LOAD CASE(S) Standard TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins (5-3-15 max.): F -G. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. E-N,F-N: 2X4 DF No.1 &Btr G WEBS 1 Row at midpt F -N MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1370/0-5-8 (min. 0-1-8), J=1250/0-5-8 (min. 0-1-8) Max Horz B=175(LC 12) Max Uplift B=-242(LC 8), J=-180(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2326/356, C -D=-2198/386, D -E=-1674/335, E -F=-1271/290, F -G=-1556/279, G -H=1671/275, H-1=1731/255, I -J=1199/203 BOT CHORD • B -P=385/2025, P -T=-256/1644, 0-T=-256/1644, N -O=-256/1644, N -U=-143/1549, M -U=143/1549, L -M=-128/1447, K -L=188/1496 WEBS C -P=-274/171, D -P=-97/461, D -N=-507/236, E -N=-188/1050, F -N=-619/186, F -M=283/120, G -M=68/399, I -K=161/1437 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; 8CDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide 9,p¢ESS/O/v will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A 20% has been for the lumber Q ��. �Ci �ON10 plate rating reduction of applied green members. � 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) B=242, J=180. C 76428 Z 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIfTPI 1. ;�o 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q 10), Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 Ib down and 30 Ib up at EXP. 12/31/2018 19-3-5, and 89 Ib down and 74 Ib up at 20-11-0 on top chord. The design/selection of such connection device(s) is the * responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. T CIVIL �P 9TFOF CA LOAD CASE(S) Standard April 12,2017 ® WARNING . Verify design parameters and READ NOTES ON 7N/S AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MrrekS connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' A �Te E.Il' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y� ! fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Chrus Hei Ms CA 95610 Job Truss Truss Type Ory Ply �Rotheld ' 850255284 7701-072 DOB California 7 7 Job Truss Truss Type Ory Ply �Rotheld ' 850255284 7701-072 DOB California 7 7 Job Reference optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:12 2017 Page 2 ID:ACfC8rAXXygl ywOPCzkMfkzalM7-SnfkkjM7kuL3FGgw8PBM8jOmpO8W6dTL7N7gPzzRT1T LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -E=-60, E -F=60, F -G=60, G-1=-60, J-0=20 Concentrated Loads (lb) Vert: F=32 . t t ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. , Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R A is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the CYC 1Tel.' li fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available `rom Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus He! Ms, CA 95610 Job Truss Truss Type Qty PlyRotheld LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, BOT CHORD 2X4 DF No. t&Btr G except end verticals, and 2-0-0 oc purlins (5-4-1 max.): D -E. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C-J,D-J,F-H: 2X4 DF No.1 &Btr G MiTek recommends that Stabilizers and required cross bracing R50255285 17011012 D09 California 1 1 - Max Uplift M=-203(LC 8), 13=212(1_C 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=787/145, B -C=-1105/296, C -N=962/268, N-0=1019/261, D-0=1126/325, Job Reference o Gonal Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:13 2017 Page 1 ID:ACfC8rAXXygl ywOPCzkMfKzaIM?-wzD6x3MiVBTwsQj7i6ibhwxpioUpr6PVM1 kNxPzRTIS 18.3.3 46171 5.8-10 1467 16512 17-10-0 26-2-7 0.612 4-11-13 4-11-13 59.5 1-0-844-15 7.11-4 3x6 4x4 = Scale = 1:50.2 M a r n G 3x4 II 3x5 = 3x5 = 4x8 = 3x4 = 4x4 = 3x4 II LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-D-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015lrP12014 CSI. TC 0.89 BC 0.36 WB 0.46 Matrix -MSH DEFL. in (loc) I/defl Ud Vert(LL) ' -0.08 G -H >999 240 Vert(CT) -0.25 G -H >999 180 Horz(CT) 0.04 G n/a n/a PLATES GRIP MT20 220/195 Weight: 151 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, BOT CHORD 2X4 DF No. t&Btr G except end verticals, and 2-0-0 oc purlins (5-4-1 max.): D -E. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C-J,D-J,F-H: 2X4 DF No.1 &Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. lVi1 iTek' REACTIONS. (Ib/size) M=1084/Mechanical, G=1083/0-6-8 (min. 0-1-8) is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPI1 Quality Criteria, DSB-89 and BCSI Building Component Max Horz M=169(LC 6) 7777 Greenback Lane Max Uplift M=-203(LC 8), 13=212(1_C 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=787/145, B -C=-1105/296, C -N=962/268, N-0=1019/261, D-0=1126/325, Citrus Het his, CA .95610 D -E=-1395/368, E -F=1532/307, F -G=1007/253, A -M=1086/190 BOT CHORD L -P=-191/924, K -P=-1911924, K -Q=191/924, J -Q=-191/924, J -R=226/1387, I -R=-226/1387, H-1=-199/1287 WEBS A -L=-87/870, B -L=559/177, C -J=-70/548, D -J=-614/260, D -I=-341/190, E -I=-191/376, F -H=135/1057 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf.��FESSIQ�q 6) A plate rating reduction of 20% has been applied for the green lumber members. OQ QNIO (F 7) Refer to girder(s) for truss to truss connections. �� P�� 1' 2, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) M=203, G=212. Q) C 76428 Z70 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIlfPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 Ib down and 37 Ib up at y EXP. 1 3112018 H 16-3-3, and 175 Ib down and 213 Ib up at 17-10-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. T 9 rFOF CPk\1 LOAD CASE(S) Standard April 12,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing lVi1 iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Het his, CA .95610 Job Truss Truss Type Qty a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall 77R.oitheld 850255285 170112 �' D09 Cal'rfomia1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate'Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Reference (optional) Systems Plus Lumber Co; Anderson, CA - Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:13 2017 Page 2 ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-wzD6x3MIVBTvnsOj7i6ibhwxpioUpr6PVM 1 kNxPzRTI S LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumberincrease=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-60, C -D=60, D -E=60, E -F=-60, GM=20 Concentrated Loads (lb) Vert: N=32 O=62 3 0 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/032015 BEFORE USE. , • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVi iT®k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate'Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job Truss Truss TypeQty DEFL. in Ply Rolheld TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.13 O -P >999 240 850255286 1701-Q12 D09G California Girder 1 �f 2 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA - Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:15 2017 Page 1 I D:ACfC8rAXXygl ywOPCzkMfkzalM?-tMKtMI07 t pke6jlVpX13mLOEVb5TJuZnpLDU01zRT10 22-2-12 5-65 1053 15-6-0. 20.5-5 _ _ _i21.9.13 1 1 2. r 6ZI5 31.0.0 5-6.5 4-11-13 411-13 411-5 1-48 4.4-3 4.5-1 0.415 Scale = 1:52.9 4x4 = 5x14 i 4x12 MT20HS 11 4x6 = 6x8 = 4x8 =. 2x8 11 4x8 = 4x5 = 3x5 II Plate LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.13 O -P >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.67 Vert(CT) -0.38 O -P >964 180 MT20HS 165/146 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(CT) 0.08 1 n/a n/a' BCDL 10.0 Code IBC2015xrP12014 Matrix -MSH Weight: 433 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, BOT CHORD 2x8 DF SS except end verticals, and 2-0-0 oc purlins (6-0-0 max.): E -F. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B -P: 2X6 DF SS G, D -M: 2X4 DF No.1 &BV G REACTIONS. (Ib/size) A=6229/0-5-8 (min. 0-3-5), 1=2109/0-5-8 (min. 0-1-8) Max Horz A=138(LC 27) - Max Uplift A=-1262(LC 8), 1=417(1_C 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD A -B=-12761/2569, B -C=5964/1202, C -D=-3411/731, D -E= -3373x749, E -S=2923/670, S -T=-2919/670, F -T=-2915/666, F -G=-33211715, G -H=-2993/605, H-1=1974/417 BOT CHORD A -U=-2375/11363, U -V=-2375/11363, P -V=-2375/11363, O -P=-2375/11363, N -O=-1059/5299, M -N=1059/5299, M -W=-618/3347, L -W=-618/3347, K -L=620/3351, J -K=505/2625 WEBS B -P=-1024/5295, B -O=-6550/1420, C-0=531/2909, C -M=-31621738, D -M=-550/2665, E -M=-547/260, E -K=-1331/265, F -K=199/1356, G -K=143/449, G -J=615/190, H -J=-446/2441 NOTES- (14) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x6 - 3 rows staggered at 0-2-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) A=1262,1=417. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. [7 oQ�pFESSIONq� �ONIO F 'G C 76428 z s>4 - CIVI\_ FOF CAl April 12,2017 ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE 11171.7473 rev. 1010312015 BEFORE USE. Design valid for use only with llrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p yq aTe�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IV6 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 ® WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the, overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiT®k' 7777 Greenback Lane Job Truss Truss Type Qty Ply [otheldR50255286 1701-012 D09G California Girder 1 2 ob Reference ' Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:15 2017 Page 2 ID:ACfC8rAXXyg l ywOPCzkMfkzalM?-tMKtMIO? 1 pke6jtVpX13mLOEVb5TJuZnpLDU01zRTIQ NOTES- (14) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 Ib down and 24 Ib up at 21-0-12, and 175 Ib down and 182 Ib up at 21-9-14 on top chord, and 16 Ib down and 18 Ib up at 2-0-12, and 139 Ib down and 102 lb up at 4-0-12, and 5671 Ib down and 1113 Ib up at 4-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -E=60, E -F=60, F -H=60, A -I=-20 Concentrated Loads (lb) Vert: P=5671(F) T=62 U= -16(F) V= -139(F) ® WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the, overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiT®k' 7777 Greenback Lane (optional) ® WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the, overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiT®k' 7777 Greenback Lane Job Truss Truss Type Qty Ply Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 lRotheld R50255287 1701-012 E01 California Girder 1 10.0 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:16 2017 Page 1 ID:ACfC8rAXXyglywOPCzkMfkzalM?-LYuFa5Peo6sVjtShNFGIIZZWv?Zs2Zwx27z1YkzRTIP -2-02 5.6-12 5-11-11 9-0-0 12-0-5 12-5-P 180 20-0-0 2-0-0 5.6-12 014-15 3-0-5 3-0-5 014-15 56-12 2050 5x8 = 2x4 11 5x8 = Scale = 1:36.5 5-6-12 9.0-0 12-54 18-0-0 5-6-12 3-5� ' 3-54 5-6=12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC2015rrPI2014 CSI. DEFL. in (loc) Vdefl Ud TC 0.12 Vert(LL) -0.02 1 >999 240 BC 0.15 Vert(CT) -0.08 1 >999 180 WB 0.09 Horz(CT) 0.02 F n/a n/a Matrix -MSH LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X6 DF SS G WEBS 2X4 OF Stud/Std G BOT CHORD REACTIONS. (Ib/size) B=1249/0-5-8 (min. 0-1-8),F=1249/0-5-8 (min. 0-1-8) Max Horz B=65(LC 27) Max Uplift B=-254(LC 8), F=-254(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2098/385, C -O=-2043/420, D -O=-2043/420, D -P=-2043/420, E -P=-2043/420, E -F=2098/384 BOT CHORD B -Q=-301/1845, Q -R=301/1845, J -R=-301/1845, J -S=-302/1822, S -T=-302/1822, I -T=302/1822, I -U=265/1822, U -V=265/1822, H -V=265/1822, H -W=263/1845, W -X=-263/1845, F -X=263/1845 WEBS C -J=0/460, C -I=-127/350, D -I=-355/231, E-1=127/350, E -H=0/460 PLATES GRIP MT20 220/195 Weight: 184 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): C -E. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (13) 1) 2 -ply truss to be Connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords Connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except B noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except 0=1b) B=254, F=254. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANS11TPI 1. 11) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 Ib down and 84 Ib up at 5-8-8, 93 Ib down and 142 Ib up at 8-0-12, and 93 Ib down and 142 Ib up at 9-11-4, and 51 Ib down and 84 Ib up at 12-3-8 on top chord, and 47 Ib down at 2-0-12, 194 Ib down and 57 Ib up at 4-0-12, 67 Ib down at 6-0-12, 69 Ib down at 8-0-12, 69 Ib down at 9-11-4, 67 Ib down at 11-11-4, and 194 Ib down and 57 Ib up at 13-11-4, and 47 Ib down at 15-11-4 on bottom chord. The Q�pFESS10Nq! U��COo Pit 0 N 10 C 76428 z Of 0 a!y EXP. 12/31/2018 ,� OF Anril 19 gf117 �urrc�..:o.yr..ag.v�cveyacmrsmsccarnrecvsc,.-�-yTrrrrr�rc`porrs, ® WARNING - Ve6fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall - 1' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MlT2k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPIt Quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type t Qty Ply r � 850255287 72ob 170fu912 ' E01 California Girder 1 � ference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:16 2017 Page 2 ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-LYuFa5Peo6sVjtShNFGIIZZWv?Zs2ZWX2?z1 YkzRTIP 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-60, C -E=60, E -G=60, B -F=-20 Concentrated Loads (lb) Vert: O=93 P=93 0=-22(F) R=194(F) S= -49(F) T= -51(F) U= -51(F) V= -49(F) W= -194(F) X=22(F) t ® WARNING • Verffy design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiT®k' 7777 Greenback Lane n r � t ® WARNING • Verffy design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiT®k' 7777 Greenback Lane Job Truss Truss Type Qty Ply '- LUMBER- BRACING - - �Califomia applied or 5-11-1 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except �Rotheld 850255288 1701'012 E02 ek recommends that Stabilizers and required cross bracing 1 1 guide. REACTIONS. (Ib/size) B=85510.5-8 (min. 0-1-8), G=85410-5-8 (min. 0-1-8) Max Horz B=-84(LC 13) Job Reference o tional Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 5 Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:17 2017 Page 1 ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-pkSdnRQGZQ_ML1 l uxynXnn6gvPvanOv4H8b4BzRTIO -2-0-0 3-11-5 7.6-12 7-11-11 10-0=5 10.5-4 14-0-11 18-M 20-0-0 2-0-0 3-11-5 3-7-7 0�-15 2-0-10 0 4-15 3-7-7 3-11-5 2-0-0 A Scale = 1:36.5 5x8 = 4x4 J 1$ LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0:0 Rep Stress Incr YES BCDL 10.0 Code IBC2015rrP12014 CSI. TC 0.17 BC 0.18 WB 0.11 Matrix -MSH DEFL. in (loc) Udefl Ud Vert(LL) -0.03 K >999 240 Vert(CT) -0.08 K -L >999 180 Horz(CT) 0.03 G n/a n/a PLATES GRIP MT20 220/195 Weight: 89 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except WEBS 2X4 DF Stud/Std G 2-0-0 oc purlins (6-0-0 max.): D -E. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ek recommends that Stabilizers and required cross bracing [M-7nstalled during truss erection, Ibenstallation in accordance with Stabilizer guide. REACTIONS. (Ib/size) B=85510.5-8 (min. 0-1-8), G=85410-5-8 (min. 0-1-8) Max Horz B=-84(LC 13) Max Uplift B=-199(LC 8), G=197(1 -C 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1274/256, C -D=1005/243, D -S=-841/237, E -S=836/235, E -F=-988/237, F -G=-1270/252 BOT CHORD B -L=-224/1100, K -L=-224/1100, J -K=-142/862, I -J=-137/1096, G -I=-137/1096 WEBS C -K=-269/112, E -J=-13/269, F -J=-297/112 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. ESSIONq 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) B=199, G=197.�cvo �O1 Q P�(ONIO y�F.jc 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Graphical representation does depict the the Z U purlin not size or orientation of the purlin along the top and/or bottom chord. O� C 76428 z 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 Ib down and 97 Ib up at 7-8-8, and 55 Ib down and 97 Ib up at 1.0-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. �U Q 0 EXP. 1 31/2018 H 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. * LOAD CASE(S) Standard 9�FOF 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 CALIF April 12,2017 y ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with M7ek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is for p A A� tyOIT�R• always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 7777 Greenback Lane Suite 109 Job Truss Truss Type Qty Ply Rotheid • 850255288 1701;012 ; E02 California 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA - Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:17 2017 Page 2 ID:ACfC8rAXXyglywOPCzkMfkzalM?-pkSdnRQGZQ_MLlluxynXrm6gvPvanOv4Hfib4BzRTIO LOAD CASE(S) Standard Uniform Loads (plf) Vert: A -D=-60, D -E=60, E -H=-60, M -P=-20 Concentrated Loads (lb) Vert: D=14 S=14 A 4 ® WARNING - Verffy design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ���' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall ppt� q�q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,yp BT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Helohts, CA 95 1 • A 4 ® WARNING - Verffy design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ���' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall ppt� q�q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,yp BT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Helohts, CA 95 Job Truss Truss Type Qty PLATES GRIP MT20 220/195 Weight: 82 Ib FT = 20% LUMBER- BRACING - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ' BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2X4 DF Stud/Std GMiTek recommends that Stabilizers and required cross bracing [lyotheldR R50255289 1701,012 , E03 Common 2 1 . Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Suite 109 TOP CHORD B -C=-1213/150, C -D=-850/136, D -E=-850/137, E -F=-1213/150 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:18 2017 Pagel ID:ACfC8rAXXyglywOPCzkMfkzalM?-HxO?_mQuKk6DzBc4Uglm0 erfpEkWRcEVJS8cdzRTIN -2-M4-9A 9-0-0 _ _ _ 13-2-12 18-M 20-0-0 2-0-0 4-9-4 4-2-12 4-2-12 4-9-0 2-M gl Scale = 1:35.3 4x4 = q LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TP12014 CSI. TC 0.17 BC 0.18 WB 0.21 Matrix -MSH DEFL. in (loc) Ildefl Lid Vert(LL) -0.03 1 >999 240 Vert(CT) -0.08 H-1 >999 180 Horz(CT) 0.03 F n/a n/a PLATES GRIP MT20 220/195 Weight: 82 Ib FT = 20% LUMBER- BRACING - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2X4 DF Stud/Std GMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ' Installation guide. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the REACTIONS. (Ib/size) B=840/0-5-8 (min. 0-1-8), F=840/0-5-8 (min, 0-1-8) Max Horz B=97(LC 8) - Max Uplift B=-150(LC 8), F=-150(LC 9) Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Suite 109 TOP CHORD B -C=-1213/150, C -D=-850/136, D -E=-850/137, E -F=-1213/150 BOT CHORD B -J=-133/1037, I -J=-133/1037, H-1=37/1037, F -H=37/1037 WEBS D -I=-29/471, E -I=-393/137, C-1=393/136 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. It; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) B=150, F=150. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ION4� LOAD CASE(S) Standard Q9-0 ONI Nlo J C 76428 z F-1 S� CMI 11�FOF CAS' April 12,2017 ®WARNING - verity design Parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. R Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall -.Y�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component - 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyRotheld 20.0 Plate Grip DOL 1.15 TC 0.17 TCDL 10.0 850255290 1701=012 ' E04D COMMON 1 1 YES WB 0.22 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:19 2017 Page 1 ID:ACfC8rAXXyg1ywOPCzkMfkzalM?-17aNC6RW51E4aLBG2Np?wBBOPDZAFuINkzBh93zRTIM -2-0-0 4-9.4 9-0-0 13-2-12 18-0-0 2-0-0 4-9-4 4-2-12 4-2-12 4-94 al Scale = 1:32.4 4x4 = D' LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 TCDL 10.0 Lumber DOL 1.15 BC 0.23 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF NO.1 &Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) F=713/0-58 (min. 0-1-8), B=847/0-5-8 (min. D-1-8) Max Horz B=114(LC 8) Max Uplift F=-403(LC 30), B=453(LC 27) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1232/749, C -D=-864/435, D -E=-865/431, E -F=-1250/773 BOT CHORD B-1=706/1086, H -I=-424/1051, G -H=-368/1086, F -G=650/1086 WEBS D -H=37/487, E -H=436/171, C -H=394/148 DEFL. in (loc) I/dell Lid PLATES GRIP Vert(LL) -0.03 H >999 240 MT20 220/195 Vert(CT) -0.09 H-1 >999 180 HOrz(CT) 0.03 F n/a n/a Weight: 79 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing b . installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) F=403, 8=453. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 8) This truss has been designed for a total drag_load_of 1200 Ib.1umber'DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from G -D -O to 18-0-0 for 66.7 pH. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard BUTTE COUNTY BUILDING DIVISION MPPROVED Q, ESSIONq, (ONIO �C- 2 C 76428 z r;,' Of o EXP. 12/31/20 H 3'1• s it 5 70FAO�()9�/ April 12,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall p p�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing typ iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. Fcr general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyRothaid PLATES GRIP TCLL 20.0 Plate Grip DOL '11.115 TC 0.15 Vert(LL) -0.03 G >999 240 R50255291 1701;072 E05 Common 1 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component BCLL . 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) . 0.03 E n/a n/a job Reference (optional) bystems PNS Lamaer (A, Maerson, LA nun: o. r— 5 rep - — i / r np' I< I."'' ID:ACfC8rAXXyg1 ywOPCzkMfkzalM?-17aNC6RW51 E4aLBG2Np?wBBOmDZAFukNkzBh93zRTIM 4.9-49-0.0 13-2-12 17-10-8 4-9.4 4-2-12 4-2-12 4-7-12 A 4x4 — C Scale: 3/8"=1' 3x4 = 2x4 II 4x8 = 2x4 II 3x4 = E I$ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL '11.115 TC 0.15 Vert(LL) -0.03 G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.08 F -G >999 180 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component BCLL . 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) . 0.03 E n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 76 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) A=715/0-5-8 (min. 0-1-8), E=715/0-4-0 (min. 0-1-8) Max Horz A=81 (LC 8) Max Uplift A=-101(LC 8), E -1100(1-C 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD A -B=1254/176, B -C=-869/144, C -D=-868/145, D -E=1240/172 BOT CHORD A -H=178/1090, G -H=-178/1090, F -G=-96/1063, E -F=96/1063 WEBS C -G=39/491, D -G=408/155, B -G=435/158 NOTES -' (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=115mph (3 -second gust) Vasd=91mph; TCDL=6.6psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=1b) A=101, E=100. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�pFESSIONq� ONIO G' v C 76428 z � o * EX 31/2018 ST CMI -OF CAl1F April 12,2017 ® WARNING - Verity design parameter: and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iwiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms. CA 95610 Job Truss Truss TypeQty Ply [B:0-0-0,0-0-41, [F:0-0-0,0-0-4] LOADING (per SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud �Rotheld 850255292 17011012 F01 Common Girder 1 1 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.04 . 1 >999 180 BCLL 0.0 ' Job Reference (optional) Systems Plus Lumber Co, Anderson, CA - Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:20 2017 Page 1 ID:ACfC8rAXXyg"OPCzkMfkzalM?-DJ8IPSSBsLMxCVmTc4KETPkAlcx6 LfXzdxFhWzRTIL -2-0-0 2-94 5-0-0 7-2-12 10.0-0 12-0.0- 2-0-0 2-94 2-2-12 2-2-12 2-9.4 2-0-0 4x4 = Scale = 1:25.6 2.9-4 5-0-0 7-2.12 10.0-0 2.9-4 2-2-12 2-2-12 2-9-4 Plate Offsets (X,Y)— [B:0-0-0,0-0-41, [F:0-0-0,0-0-4] LOADING (per SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.01 1 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.04 . 1 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(CT) 0.01 F n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 54 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std GMiTek recommends that Stabilizers and required cross bracing b t installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (Ib/size) B=700/0-5-8 (min. 0-1-8), F=700/0-5-8 (min. 0-1-8) Max Horz 13=62(LC 13) Max Uplift B=-128(LC 8), F=-128(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-956/99, C -D=790/113, D -E=790/115, E -F=-956/99 BOT CHORD B-0=75/832, J-0=75/832, J -P=-75/832, I -P=-75/832, I -Q=-37/832, H -Q=37/832, H -R=37/832, F -R=37/832 WEBS D-1=49/538 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS'(envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1,33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide 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 100 Ib uplift at joint(s) except (jt=1b) B=128,F=128. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.tFESS10 � 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 25 Ib down and 40 Ib up at 4�.yC QPONIO 5-0-0 on top chord, and 32 Ib down at 2-0-12, 149 Ib down and 46 Ib up at 4-0-12, 47 Ib down at 5-0-0, and 149 Ib down and 46 Ib �,� y up at 5-11-4, and 32 Ib down at 7-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of 9) In the LOAD CASES) loads C 76428 z section, applied to the face of the truss are noted as front (F) or back (B). 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q EXP. 12131/2018 ti LOAD CASE(S) Standard * 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (p1f) T9T Vert: A -D=60, D -G=60, B -F=20 F OF CALIF April 12,2017 sty ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE M11•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iwiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suhe 312, Alexandria; VA 22314. Suite 109 Job Truss Truss Type Dry Ply [otheld850255292 Systems Plus Lumber Co, Anderson, CA F01 Common Girderob ' F 1 # LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 1=33(13) 0=14(13) P=149(8) Q= -149(B) R= -14(B) Job Truss Truss Type Dry Ply [otheld850255292 1701012 F01 Common Girderob 1 Reference (optional) Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:20 2017 Page 2 I D:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-DJ81PSS8sLMxCVmTc4KETPkAlcx6_LfXzdxFh WzRTI L r ® WARNING - Verily design pammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 0T®k, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �y0 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel hts. CA 95 Job Truss Truss Type Qty Ply Rotheld Plate Grip DOL 1.15 TC 0.17 TCDL 10.0 R50255293 1701-012 F02 common 1 1 YES WB 0.09 BCDL 10.0 Code IBC2015ITPI2014 Matrix -MSH Job Reference (optional) Systems Plus Lumber uo, Anderson, GA Run: 6. WO s Feb ZZ Zul I Pnnt: d.l uu s Feb ZZ Zul I MITex Industnes, Inc. Wed Apr 12 09:59:Zl ZU17 Pagel I D:ACfC8rAXXygl ywOPCzkMfkzalM?-hVi8doTmdfUogeLfAorT?cGMvOGggCgCHgoDyzRTI K 2 0 0 5-0-0 10-0-0 12-0-0 2-0 0 5-M 5-0-0 2-0-0 Scale = 1:25.6 4x4 = A C LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 TCDL 10.0 Lumber DOL 1.15 BC . 0.16 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 10.0 Code IBC2015ITPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.l&Btr G BOT CHORD 2X4 DF No.1&Bir G WEBS 2X4 DF Stud/Std G DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.01 F -L >999 240 MT20 220/195 Vert(CT) -0.04 F -L >999 180 7777 Greenback Lane Horz(CT) 0.01 D n/a n/a Citrus Hell Ms, CA 95610 Weight: 38 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=520/0-5-8 (min. 0-1-8), D=520/0-58 (min. 0-1-8) Max Horz 13=62(1-C 13) Max Uplift B=-107(LC 8), 0=107(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C-504/61, C -D=504/60 BOT CHORD B -F=0/397, D -F=0/397 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) B=107, D=107. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�pFESSIONq! �k0 P�ON 10 yF F2G' co C 764287Z2� � o * EXP. 12131/2018 a OF CALW� April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall . building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing W A'T®1.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MYI 1 R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hell Ms, CA 95610 AySlems rl.s L.moer lip, Anaerson, UA _ - Run: o.luu s rep - 4u, / rnn[: o. iuu s rep tt to I / Mi I ex Inuus-5, Inc. vveq Apr " VU:.U:.. cu.. reg. , I D:ACfC8rAXXyg 1 ywOPCzkMfkzal M?-hVi8doTmdfUogeLfAorT?cGMnOF Djg7gC Hgo DyzRTI K 5-0-0 10-0-0 5.0.0 5-0-0 Scale = 1:18.9 4x4 = A B Ia 3x4 = Truss Truss Type City Ply Rotheld IJob 10-0-0 5-0-0 850255294 1701-012 F03 common 2 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.02 D -J >999 240 Job Reference (optional) AySlems rl.s L.moer lip, Anaerson, UA _ - Run: o.luu s rep - 4u, / rnn[: o. iuu s rep tt to I / Mi I ex Inuus-5, Inc. vveq Apr " VU:.U:.. cu.. reg. , I D:ACfC8rAXXyg 1 ywOPCzkMfkzal M?-hVi8doTmdfUogeLfAorT?cGMnOF Djg7gC Hgo DyzRTI K 5-0-0 10-0-0 5.0.0 5-0-0 Scale = 1:18.9 4x4 = A B Ia 3x4 = 3x4 = 5-0-0 10-0-0 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeff ' Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.02 D -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.05 D -J >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 C n/a n/a BCDL 10.0 Code IBC2015ITPI2014 Matrix -MSH Weight: 32 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btf G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2X4 DF Stud/Std G MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=400/0-5-8 (min. 0-1-8), C=400/0-5-8 (min. D-1-8) Max Horz A=44(LC 8) Max Uplift A=56(1_C 8), C=-56(LC 9) 'FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-559/84, B -C=559/84 BOT CHORD A -D=33/462, C -D=33/462 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) A, C. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard OQ�O¢ESSIO/V ONIO F2 U C 76428 z Cro * SEX 3112018 159 CIVIL rFOF r.Alti April 12,2017 ® WARNING - Verfly design, paremeters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not B- a truss system. Before use, the building designer must vertfy the applicability of design parameters and properly incorporate this design into the overall piTeKBuR p`p'' building design. Bracing indi:ated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing • is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i�i fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite tog Cltrus Heights. CA 95610 Job Truss Truss Type Qty Ply PLATES GRIP MT20 220/195 Weight: 144 Ib FT = 20% LUMBER- BRACING - Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD R50255295 1 701=012 � G7 � Common Girder 1 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; [otheld ,2 ob Reference (optional) .aymcnu nw wmvoi w, rumvaun, �.n nun: o. I W s reu - cu 1 r rnnl: o.luu s reD zz ZVl / MI I eK Inausmes, Inc. Wea Apr 1Z Ve:De:ZJ Zu1 f rage 1 ID:ACfC8rAXXyglywOPCzkMfkzalM?-eupu2UU19GkV3yU2HDux51Lc gpTBcQzfa9vlgzRTll 3-" 6-6.8 9.8.8 13-1-0 3-" 3-0-0 3-" 3-6$ 4x6' 11 C Scale = 1:22.7 4x12 = M H N 0. G P Q F' R S T 4x12 2x8 II 12x14 = 2x8 II LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015/TPI2014 CSI. TC 0.45 BC 0.72 WB 0.56 Matrix -MSH DEFL. in Vert(LL) 0.08 Vert(CT) -0.21 Horz(CT) 0.06 (loc) Vdefl L/d G -H >999 240 F -G >750 180 E n/a n/a PLATES GRIP MT20 220/195 Weight: 144 Ib FT = 20% LUMBER- BRACING - Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins. BOT CHORD 2x8 DF SS BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. WEBS 2X4 DF Stud/Std G *Except* 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; C -G: 2X4 DF No. 1&Btr G �FESSIO/V grip 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'This REACTIONS. (Ib/size) A=6089/Mechanical, E=5692/Mechanical 6) truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide fit between the bottom ��O 12 Max Horz A=-57(LC 39) tei U 7) A plate rating reduction of 20% has been applied for the green lumber members. Max Uplift A=-1891(LC 8), E=-1093(LC 9) 8) Refer to girder(s) for truss to truss connections. O Max Grav A=6321(LC 2), E=5692(LC 1) EXP. 1 3112018 rn A=1891, E=1093. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI TOP CHORD A -B=-9643/2710, B -C=706111615, C -D=7061/1615, D -E=-9702/1886 1. BOT CHORD A -M=2447/8618, H -M=2447/8618, H -N=2447/8618, N-0=2447/8618, G-0=2447/8618, G -P=-1637/8660, P -Q=1637/8660, F -Q=1637/8660, F -R=1637/8660, R -S=1637/8660, E -S=-1637/8660, E -T=-1311/6951 April 12,2017 WEBS C -G=-1118/5827, D -G=2696/356, D -F=-219/2353, B -G=2869/1213, 15-1-1=968/2515 " Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is loran individual building component, not I$ NOTES- (12) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate DOL=1.33 �FESSIO/V grip 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'This El 1 Q ��ONIO Fqc 6) truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide fit between the bottom ��O 12 will chord and any other members. tei U 7) A plate rating reduction of 20% has been applied for the green lumber members. J C-) C 76428 9 m 8) Refer to girder(s) for truss to truss connections. O 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (1t=lb) EXP. 1 3112018 rn A=1891, E=1093. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. SIT C10- 9rFOlC C AL April 12,2017 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mil -7479 rev. 10103/2015 BEFORE USE. � Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is loran individual building component, not Bel' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall iej� building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing is for i�iTek' always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB.89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 7777 Greenback Lane suite 109 ' Job Truss Truss Type Qty Ply • - �Rotheld 850255295 1701-.0`12 GI Common Girder 1. 2 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:23 2017 Page 2 I D:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-eupu2UU 19GkV3yU2HDux51 Lc_gpTBcQzfa9vlgzRTll NOTES- (12) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 314 Ib down and 428 Ib up at 6-6-8 on top chord, and 1025 Ib down and 136 Ib up at 0-0-12, 446 Ib down and 163 Ib up at 2-0-12, 516 Ib down and 408 Ib up at 2-3-12, 1538 Ib down and 867 Ib up at 2-3-12, 312 Ib down and 41 Ib up at 3-3-12, 1156 Ib down and 33 Ib up at 4-3-12, 395 Ib down and 229 Ib up at 5-3.12, 1156 Ib down and 33 Ib up at 6-3-12, 196 Ib down and 78 Ib up at 6-6-8,395 Ib down and 229 Ib up at 7-9-4, 1156 Ib down and 33 Ib up at 8-3-12, 312 Ib down and 41 Ib up at 9-9-4,1156 Ib down and 33 Ib up at 10-3-12, and 446 Ib down and 163 Ib up at 11-0-4, and 1067 Ib down and 220 Ib up at 12-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C-60, C -E=60, A -E=20 Concentrated Loads (lb) Vert: A=1025(F) C=201 F=312(B) G= -1353(F=-1156, B=-196) H=312(B) M=l 768(F=-1022, B=-746) N= -1156(F) 0=-395(8) P= -395(B) Q=1156(F) R= -1156(F) S=446(6) T=1067(F) r' 11 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 —.1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 7777 Greenback Lane Job Truss Truss Type Qty Ply CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 JRotheld 850255296 1701-o12 G2 Common Girder 1 2 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 3.0-0 Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:25 2017 Page 1 I D:ACfC8rAXXyg l ywOPCzkMfkzalM?-aHxeTAWHgLDIGeOPewPASRy8dVNfW6G6ueOMjzRTIG 6x6 3-" 3-" Scale = 1:22.7 4x12 = M .. N 0 _ P _ Q 4x12 4x8 II 12x14 = 4x8 II [$ Plate Offsets (X,Y)— [A:0-1-9,Edge], [E:0-1-9,Edge], [F:0-6-4,0-2-0), [H:0-6-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.08 F -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.70 Vert(CT) -0.22 F -G >711 180 BCLL 0.0 Rep Stress Incr NO WE 0.54 Horz(CT) 0.06 E n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -MSH Weight: 144 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD- Structural wood sheathing directly applied or 4-1-14 oc purlins. BOT CHORD 2x8 OF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Stud/Std G *Except* C -G: 2X4 OF No.t&Btr G REACTIONS. (Ib/size) A=5600/Mechanical, E=5809/Mechanical Max Horz A=-57(LC 32) Max Uplift A=1203(1 -C 8), E=1231(11 -C 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-10286/2270, B -C=7545/1798, C -D=-7545/1800, D -E=-10294/2276 BOT CHORD A -M=2039/9183, H -M=2039/9183, H -N=2039/9183, N -O=-2039/9183, G -O=-2039/9183, G -P=1987/9187, F -P=1987/9187, F-0=1987/9187, E -Q=-1987/9187 WEBS C -G=-1276/6254, D -G=2802/566, D -F=-417/2459, B -G=-2797/559, B -H=-408/2445 NOTES- (12) 1) 2 -ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 ' 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ()FESSIO/V 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide Q� 9(� Will fit between the bottom chord and any other members. �\ONIO y �C 7) A plate rating reduction of 20% has been applied for the green lumber members. ��O P F,fy 8) Refer to girder(s) for truss to truss connections. 4f 2 rc1 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except ilt=lb) C 76428 z A=1203, E=1231. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIIrPI p EXP. 12131/2018 ti 1. * 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 314 Ib down and 428 Ib up at 6-6-8 on top chord, and 1278 Ib down and 201 Ib up at 1-9-12, 446 Ib down and 163 Ib up at 2-0-12, 312 Ib down and 41 Ib up at j 9ACgL1F 3-3-12, 1278 Ib down and 201 Ib up at 3-9-12, 395 Ib down and 229 Ib up at 5-3-12, 1278 Ib down and 201 Ib up at 5-9-12, 196 Ib OF down and 78 Ib up at 6-6-8, 395 Ib down and 229 Ib up at 7-9-4, 1278 Ib down and 201 Ib up at 7-9-12, 312 Ib down and 41 Ib up at 9-9-4, 1278 Ib down and 201 Ib up at 9-9-12, and 446 Ib down and 163 Ib up at 11-0-4, and 1278 Ib down and 201 Ib up at April 12,2017 11-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 101032015 BEFORE USE. R• Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing iT®k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see • ANSIrrPlt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Ply Rotheld 1701'012 Systems Plus I umhar rn Anderenn G2 rA Common Girder JQty t � " R50255296 , Job :optional) tional vv—pr i<vn:on:co tvv raga[ ID:ACfC8rAXXygiywOPCzkMfkzalM?-aHxeTAWHgt DIGeQPewPASRy8dVNfW6G6ue0MjzRTIG LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniforn Loads (plf) Vert: A -C=-60, C -E=60, A -E=-20 Concentrated Loads (lb) Vert: C=201 F= -1590(F=1278, 191=312) 13=196(6) H= -1590(F=1278, B=312) L=1278(F) M=1724(F=1278, B=-446) N= -395(B) 0=-1278(F) P=11673(F=1278, B=395) Q=-446(6) ®WARNING - Vertly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7Pl1 Duality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. but MiTek' 7777 Greenback Lane Job Truss Truss Type Qty PlyRotheld in floc) Vdefl Ud TCLL 20.0 Plate Grip DOL R50255305 1701•012 '�� JO1 ROOF SPECIAL GIRDER 5 1 240 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT) Job Reference (optional) systems rens Sumner to, anaerson, GA Kun: a.luu s reo zZ 201 / runt: ts.luu s reo ZZ ZUl / Mi l eK Industries, Inc. wed Apr 12 09:59:29 2017 Page 1 ID:ACfC8rAXXyglywOPCzkMfkzalM?-S2B9IXZnk6UfntyBeT?LKIbi7F?xbNfr1 WcDVUzRTIC -2-0-01i'i-12 1-11-11, 4$b 8-0-0 ' 2-0-0 ' 1-6-12 04-15' 2-6-11 3-5-10 Scale = 1:19.1 A 6x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.02 G >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT) -0.05 G >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.00 F nla n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) F=299/Mechanical, B=467/0-5-8 (min. 0-1-8) Max Horz B=51(LC 12) Max Uplift F=107(LC 5), B=-105(LC 8) Max Grav F=302(LC 20), B=467(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=589/144, C -L=-837/301, D -L=844/301, D -M=-839/297, E -M=-839/297, E -F=263/119 BOT CHORD B-1-1=136/510, H -N=-137/502, N-0=137/502, G -O=-137/502 WEBS C -G=-201/429, E -G=-311/859 PLATES GRIP MT20 220/195 Weight: 35 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): C -E. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide.. NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) F=107,B=105. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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) 129 Ib down and 34 Ib up at 1-11-10, and 95 Ib down and 120 Ib up at 6-0-12 on top chord, and 40 Ib down and 5 Ib up at 2-0-12, and 76 Ib down and 55 Ib up at 4-0-12, and 8 Ib down at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Q�pFESS10Nq� ON IO v C 76428 z Cr * EXP.1 3112018 m s'T CIVIC �rFOF CAli April 12,2017 MiTek' 7777 Greenback Lane Suite 109 4 Systems Plus Lumber Co, Anderson, CA - - Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:30 2017 Page 2 I D:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-wEkXWtaQVQd WP 1 XOBBWatW8tDeKAKgv?GAMn2wzRTIB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 . Uniform Loads (plf) ' Vert: A -C=-60, C -E=60, F-1=20 Concentrated Loads (lb) Vert: M=40 N=5(F) O= -62(F) r. ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI -7473 rev. 10/07/[015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not ■• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing � is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the p q lT2k• 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Pjs Truss Type QtyPly 1Rothetd 850255305 1701'012 ROOF SPECIAL GIRDER 5 Job Reference optional) Job Truss Truss Type Qty PlyRotheld SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 R50255306 1701-012 J01A ROOF SPECIAL GIRDER 1 1 Lumber DOL 1.15 r Vert(CT) -0.03 H-1 >999 180 BCLL 0.0 ' Job Reference (optional) 5ystems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:30 2017 Page 1 I D:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-wEkXWtaQVQd WP 1 XOBB WatWBvNeKIKuv?GAMn2wzRT1 B 11112 1r11-11 4.6-5 8-" 1-0" 3-" . 116.12 0-4-15 2-6-10 3-5-11 4x4 3x4 = Scale = 1:23.7 Plate Offsets (X,Y)— [E:0-0-12,0-2-01 Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 H-1 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.03 H-1 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(CT) 0.00 G n/a n/a BCDL 10.0 Code IBC2015frPI2014 Matrix -MP Weight: 39 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals, and 2-0-0 oc pur ins (6-0-0 max.): D -F. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-5-8 except (jt=length) G=Mechanical, B=0-3-8. (Ib) - Max Horz C=94(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s) G, C, B except H=130(LC 5) Max Grav All reactions 250lb or less atjoint(s) G, B except C=393(LC 1), H=472(LC 1) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD C -D=452/84, D -M=-375/76, E -M=381/76 BOT CHORD C-1=84/382, I -N=-147/346, N-0=147/346, H-0=147/346 WEBS E -I=-70/257, E-11=598/248 NOTES- (14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) G, C. B except 0=1b) H=130. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 10) This truss is designed in accordance with the 2015'Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 130 Ib down and 34 Ib up at 1-11-10 on top chord, and 40 Ib down and 5 Ib up at 2-0-12, and 76 Ib down and 55 Ib up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�p¢ESSIpNq� �O (ON10 F� Z C 76428 z Of p a y EAP. Y3112018 H OF April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE I-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R [T®1.' M 1 R is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job Truss OryPlyRotheld850255306 r T;;e 1701'072J01ACIAL GIRDER ._ 1 1 1 ' - Job Reference o tions/ Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:312017 Page 2 ID:ACfC8rAXXyglywOPCzkMfkzalM?-PRNDa2GjINOB5alulpPjh472g_3L98Vg5KaNzRTIA . LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pill) Vert: A -B=-60, B -K=-82, D -K=-60, D -F=-60, G -J=20 Concentrated Loads (lb) Vert: N=5(F) 0-62(F) t ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �®® a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall -•11 buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing _ A A iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V i ! Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCS] Building Component . 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hell Ms CA 95610 ' r r ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �®® a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall -•11 buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing _ A A iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V i ! Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCS] Building Component . 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hell Ms CA 95610 Job Truss Truss Type Qty in (loc) Udefl Ud PLATES GRIP TCLL 20.0 �PlyotheldR Rso2ssao7 1701AD12 r J02 ROOF SPECIAL 5 1. - TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.04 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:312017 Page 1 ID:ACfC8rAXXygl ywOPCzkMfkzalM7-PRIwjDa2GjINOB5alu 1 pPjh7o2hf3KT8Vg5KaNzRTIA -2-0-0 3-6-12 3-11-11 8-0.0 2 0 0 3--12 0-0-15 4-0-5 Scale = 1:19.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.01 E -F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.04 E -F >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 E n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 36 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) B=477/0-5-8 (min. 0-1-8), E=391/Mechanical Max Horz B=91 (LC 7) Max Uplift B=-146(LC 8), E=-134(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-479/124 BOT CHORD B -F=-132/395, E -F=137/387 WEBS C -E=-420/135 Structural wood sheathing directly applied or 6.0.0 oc purlins, except end verticals, and 2-0-0 oc purlins: C -D. Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- .(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 0=1b) B=146, E=134. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1 10) Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 Ib down and 98 Ib up at 3-8-8, and 119 Ib down and 149 Ib up at 6-0-12 on top chord: The design/selection cf such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (ptf) Vert: A -C=60, C -D=60, E -G=20 XQo�pFESSlO/yq� rc�o P�(ONIO i 6 C76 8 Cr O * EXP. 12/31/2 ti OF AUF��a\P April 12,2017 ® WARNING - VeAly design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is lot an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall qiT®k� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Ni fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 Quality Criteria, OSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Pty 850255307 1701Al2 ` J02 ROOF SPECIAL 5 1 �Rotheld Job Reference (optional) Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: J=119 Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:312017 Page 2 ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-PRlwjDa2GjINOB5alu 1 pPjh?o2hf3KT8Vg5KaNzRTIA t • r 4 ® WARNING - Verity v. design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 re10/0312015 BEFORE USE. �* Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not ra�B�• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p A MYC i4�k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Suite 109 Citrus Heights. CA 95 • r 4 ® WARNING - Verity v. design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 re10/0312015 BEFORE USE. �* Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not ra�B�• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p A MYC i4�k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Suite 109 Citrus Heights. CA 95 Job Truss Truss Type Oty Ply 6-2-12 2-B-0 8-0-0 1-9-0 LOADING (psf) �Rotheld 850255308 1701-012 J02A ROOF SPECIAL 1 1 Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:32 2017 Page 1 I D:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-tdslxZbg l l tEelgmJcY2yxDATS l moogljUrt6pzRTIg �-0 0 -3-0-0 3-0-12 3-11-11 8-M 1-0-0 3-0-0 3-6-12 0-4-15 4-0-5 4x6 \\ 3x4 = Scale = 1:23.7 LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD BOT CHORD 2X4 DF No. 1&Btr G WEBS 2X4 OF Stud/Std G BOT CHORD REACTIONS. All bearings 0-5-8 except (jt=length) F=Mechanical, B=0-3-8. (lb) - Max Horz C=118(LC 5) Max Uplift All uplift 100 Ib or less atjoint(s) F, C, G, B Max Grav All reactions 250 lb or less at joint(s) F, B except C=428(LC 1), G=351 (LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C -D=311/101 WEBS D -G=-382/154 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: D -E. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) F, C, G, B. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 Ib down and 98 Ib up at 3-8-8, and 119 Ib down and 149 Ib up at 6-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -B=-60, B -J=82, D -J=60, D -E=60, F -I=-20 Q�pFESSIp41v coo ONIO y Fac r° C 76428 ZZ Cr 0 70 *® 131/2018 rn sT - CIVIC �Fojz r. Ak- April 12,2017 ®WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall N�{/T�S building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYOITAK• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIf rPI1 Quality Criteria, DSB-89 and BCS, Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria, VA 22314. Suite 109 Citrus He! Ms CA 95610 " 3-0-12 3b-12 6-2-12 2-B-0 8-0-0 1-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.00 H -K >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 H -K >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 F n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MP Weight: 40 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD BOT CHORD 2X4 DF No. 1&Btr G WEBS 2X4 OF Stud/Std G BOT CHORD REACTIONS. All bearings 0-5-8 except (jt=length) F=Mechanical, B=0-3-8. (lb) - Max Horz C=118(LC 5) Max Uplift All uplift 100 Ib or less atjoint(s) F, C, G, B Max Grav All reactions 250 lb or less at joint(s) F, B except C=428(LC 1), G=351 (LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C -D=311/101 WEBS D -G=-382/154 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: D -E. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) F, C, G, B. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 Ib down and 98 Ib up at 3-8-8, and 119 Ib down and 149 Ib up at 6-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -B=-60, B -J=82, D -J=60, D -E=60, F -I=-20 Q�pFESSIp41v coo ONIO y Fac r° C 76428 ZZ Cr 0 70 *® 131/2018 rn sT - CIVIC �Fojz r. Ak- April 12,2017 ®WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall N�{/T�S building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYOITAK• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIf rPI1 Quality Criteria, DSB-89 and BCS, Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria, VA 22314. Suite 109 Citrus He! Ms CA 95610 Job Truss Truss Type Ory Ply �Rotheld 850255300 7701=012 � J02A ROOF SPECIAL 1 ' 1 ' Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 S Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:32 2017 Page 2 I0:ACfC8rAXXygl ywOPCzkMfkzalM?-tdslxZbg 11 tEeLgmJcY2yxDATS1 moogljUrt6pzRT19 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: L=119 r a Job Truss Truss Type Ory Ply �Rotheld 850255300 7701=012 � J02A ROOF SPECIAL 1 ' 1 ' Job Reference (optional) A ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1tll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pp pp� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �y� �T�K• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Crtteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. - Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty PlyRotheld LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud 850255309. 1701 012 J03 Roof Special 3 1 F -I >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Job Reference (optional) Systems Plus Lumber Uo, Anderson, GA Kun: U.1 VV s I-eD ZZ ZVI / Print e. WV s heb ZZ 2017 MITex Industries, Inc. Wed Apr 12 09:59:32 2017 Pagel I D:ACfC8rAXXyg I ywOPCzkMfkzalM?-tdslxZbg l l tEeLgmJcY2yxDDtSO7oo_IjUrt6pzRTl9 5--.1-11D-4-1 :1-118-0-0 2.0-0 5-66-12 0 4 15 2-0-5 I A 4x6 \\ 3x4 11 Scale = 1:22.8 • 5-6-126-0-0 5-0-12 2-5� LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.02 F -I >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT) -0.07 F -I >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 E n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 37 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins: C -D. WEBS 2X4 DF Stud/Std G ° BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=449/0-38 (min. 0-1-8), E=299/Mechanical Max Horz B=132(LC 7) Max Uplift B-105(LC 8), E=50(1_C 5) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C-295/23 WEBS C -E=-313/47 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E except (jt=1b) B=105. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. + Q�pFESSiONq� =Yc�0� oN)o yF'P y�2 6 C 76428 z � o EXP. 12131/2f ti �• s ss 760F April 12,2017 MiT®k' 7777 Greenback Lane Job Truss Truss Type Qty PlyRotheld 8-" Plate Offsets (X Y)— [G:0-1-9,0-1-121 I i LOADING (psf) R50255310 17011012 J03A ROOF SPECIAL SUPPORT 1 1 . TC 0.08 Vert(LL) -0.00 C-N >999 240 MT20 220/195 TCDL 10.0 , Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:33 2017 Page 1 ID:ACfC8rAXXyg I ywOPCzkMfKzaIM7-LpQg8vcloL75GUFztJ3HV8mQJsOcXG2RyBaReFzRT18 -0-0-0 -3-M 5.4-3 5-11-1L 8-0.0 1-0-0 3-0-0 5.4-3 0-7-8 2225 1 4x4 = 3x4 i G 2x4 II 3x4 II , Scale = 1:28.3 NOTES- (14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; 8-" Plate Offsets (X Y)— [G:0-1-9,0-1-121 grip DOL=1.33 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 C-N >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 C -N >999 180 '�.OFESSIO/v BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 J n/a n/a 2 BCDL 10.0 Code IBC2015/TP12014 Matrix -SH J �U ;10 5-11-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. Weight: 43 Ib FT = 20% , LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): G -I. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer ' Installation guide. REACTIONS. All bearings 8-0-0 except (jt=length) B=0-3-8. (lb) - Max Horz C=157(LC 5) Max Uplift All uplift 100 Ib or less at joint(s) J, M, K, L, N, B Max Grav All reactions 250 Ib or less at joint(s) J, C. M, K, L, N, B FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-t) tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) J, M, K, L, N, B. '�.OFESSIO/v 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 11) This truss is designed in accordance with the 2015 International Building Code 2306.1 ANSI/TPI�(ONIO Q F� section and referenced standard y 12) Graphical does depict the 2 purlin representation not size or the orientation of the purlin along the top and/or bottom chord. Q) p� C 76428 z 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 Ib down and 93 Ib up at J �U ;10 5-11-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. Q EXP. 12/31/2018 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. - LOAD CASE(S) Standard CIVIC �P 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pl0 q�FpF�A OFF Vert: A -B=60, B -C=-82, C -G=-60, G-1=60, C -J=20 April 12,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. ■■ Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an iidividual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and property inccrporate this design into the overall P� p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'y'iY�'k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Ory in (loc) I/defl Wd PLATES GRIP TCLL 20.0 �PlylRotheld 1250255311 1701.012 J03B Roof Special 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.08 Job Reference (optional) Systems Plus Lumber uo, Anderson, GA Run: a 1 U s t-eb ZZ ZU1 / Pnnt: it.I UU s I-eb ZZ ZU77 MITek Industries, Inc. Wed Apr 1Z 09:59:34 2017 Page 1 ID:ACfC8rAXXyg"OPCzkMfkzalM?-pO_2LFdwZe7xteggQ1aW1MJY2GhhGiQaBoK BizRT17 5-5-3 5-10-27-10 6 5-5-3 0-4 2 0 4 Scale = 1:21.2 A 4x6 \\ 3x4 11 3x4 = 1 1 Lx4 n 3x4 = 5-5-3 7-10-6 ' 5-5-3 2-5-3 Plate Offsets IX.Y1— IA:O-1-7.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Wd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) 0.03 E -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.08 E -H >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 A n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 34 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD BOT CHORD 2X4 DF No.18Blf G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) A=309/0-3-15 (min. 0-1-8), D=309/Mechanical Max Horz A=112(LC 7) Max Uplift A=-50(LC 8), D=-53(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown - TOP CHORD A -B=-309/33 WEBS B -D=334/62 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: B -C. Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, D. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Cc. LOAD CASE(S) Standard Q�pFESS1pNq� U=4o orvlo CO C 76428 F � v EXP. 12/31/20 H �FOF gUF���\P April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M 1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing P A i4�A.R' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 V 6 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIrrPlt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite Job Truss Truss Type Qty PlyRotheld LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in 850255312 170MI2 ' J03C Roof Special 1 1 E -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(CT) -0.09 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 'Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:34 2017 Page 1 ID:ACfC8rAXXyglywOPCzkfvlfkzalM?-pO_2LFdwZe7xteg9Q1aW1MJYsGgAGiMaBoK BizRT17 I 5-6-121'1 8-0-0 5-612 0- 2-0-5 4x6 \\ 3x4 3x4 = r4xr u 3x4 = Scale = 1:20.2 5-612 2-5-4 Plate Offsets (X,Y)— [A:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.04 E -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(CT) -0.09 E -H >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 D n/a -n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 34 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 OF No.1&Btr G except end verticals, and 2-D-0 oc purlins: B -C. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=314/0.5.8 (min. 0-1-8), D=314/Mechanical Max Horz A=113(LC 7) Max Uplift A=51(1 -C 8), D=-53(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD A -B=-316/34 WEBS B -D=-346/64 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, D. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ��f ESSIONq 10) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. (Iro'C N10LOAD CASES) Standard 6428 L7 sT " CIVIL �OFCAL April 12,2017 ® WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. �* Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not B�- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pi•p Tom` ®k• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I V IB 1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the pg� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyRothaid A 2x4 3x5 = D 11 8-M 1 V 1ITBR• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Quality Crlterta, DSB-89 and BCSI Building Component R50255313 1701012 � J04 JACK -PARTIAL � 9 1 TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 - Vert(LL) 0.14 D -G >665 240 MT20 220/195 TCDL 10.0 Job Reference (optional) Systems rills t.umDer l:o, Anderson, GA Kun: c.iuu s reD ZZ ZUl r rMl: CAW s reD" ZUl I MI I ex Inouslmes, Inc. l veo Apr lL uV:oV:Jd ZD., rage 1 ID:ACfC8rAXXyg1 ywOPCzktulfkzalM?-HCYQZbeYKyFoVoPL_k5laZreufy?93kQS3Xj8zRT16 -2-"4-1-8 8-0-0 2-0-0 4-1-8 3-10-8 2x4 I Scale = 1:27.6 C OF April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. `i B I Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propery incorporate this design into the overall A 2x4 3x5 = D 11 8-M 1 V 1ITBR• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Quality Crlterta, DSB-89 and BCSI Building Component 7777 Greenback Lane LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 - Vert(LL) 0.14 D -G >665 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.46 D -G >206 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horc(CT) 0.01 B n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MP Weight: 31 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. WEBS 2X4 DF Stud/Std GM Tek recommends that Stabilizers and required cross bracing b . installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=449/0.3-8 (min. 0-1-8), D=299/Mechanical Max Horz B=195(LC 8) Max Uplift B=-79(LC 8), D=-99(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�OFESSIO/v ON10 F Z J C 76428 z 0 EX;® 3112018 * OF April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propery incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p AT 1� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 V 1ITBR• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Quality Crlterta, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Chros Heiohts. CA 95 Job Truss Truss Type Qty PlyRotheld LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP R50255314 1701t012 ' J04A Jack -Closed 5 1 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.50 C -F >188 180 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:35 2017 Pagel ID:ACfC8rAXXyglywOPCzkMfkzalM?-HCYOZbeYKyFoVoPL k5laZreDfz4?A4kOS3Xj8zRT16 8-M r 8-0-0 3.4 11 3x5 8-0-0 8-M 3x4 II Scale = 1:26.1 Plate Offsets (X Y)— [A:0-2-100.1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) 0.17 C -F >545 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.50 C -F >188 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 A n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 28 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation -guide. REACTIONS. (Ib/size) A=314/0-58 (min. 0-1-8), C=314/Mechanical Max Horz A=165(LC 7) Max Uplift A=-45(LC 8), C -87([_C 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wish any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�pFESS10/v �":Z), P�� ON IO 6 C 76428 z p * aryl X 3112018 r S> CIV11- �FOF CAL April 12,2017 ®WARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1{IC fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPII Quality Criteria, DSB-89 and BCSI Building Component - 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Nei his. CA 95610 Job Truss Truss Type Qty Ply CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 850255315 1701=012 J04AA JACK -PARTIAL 1 1 lRotheld BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 C n/a rite Job Reference o tional aysrems rms �umoer w, rurumsun, �.r� d A nom,,. o. ,..,.o .o..«<�,. r,,,,.. ... ,..moo, o•.«<..,, ,.,,, �,. ,,,..,.��,o�. ,,.... ..�...,r, .. ...............,... , may., , ID:ACfC8rAXXyglywOPCzkMfkzalM?-106pmweA5GNfly_XYSd 6nOpY3LekdOte6p5FazRT15 8-0-0 4-M 4-1-8 3-10-8 2X4 II D Scale = 1:32.9 Plate Offsets (X Y)— [C:0-0-0,0-0-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.09 E -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(CT) -0.31 E -H >299 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 C n/a rite BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 34 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood. sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=618/0-3-8 (min. 0-1-8), E=264/Mechanical, B=62/0.3-8 (min. 0-1-8) Max Horz C=238(LC 8) Max Uplift C=71(1 -C 8), E=90(LC 8), B=34(1 -C 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind; ASCE 7-10; Vu1t=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, E, B. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIIrPI 1. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard OQ�pFESSIO/v yFF,yc. P�(ONIO J C 76428 z A � o EXP. 1 31/2018 * T9l CIVIL �a�P OFIC April 12,2017 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p pb NioTe is always required for stability and to prevent collapse with possible personal injury and property damage. Forgeneral guidance regarding the ll• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lene Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Ory PlyRotheld CSI._ DEFL. in (loc) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 R50255316 1701-012 J048 Jack -Closed 2 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 A n/a n/a Job Reference (optional) Systems PIUS Lumber co, Anderson, cA A Hun: 6.190 s Feb 22 2u1 t i'nnt: 6.luu s leo 2Z zui t Mli eK mdustnes, mc. Wed Apr iz u9:]9:3b 2u1 i Paget I D:ACfC8rAXXyg 1 ywOPCzkMfkzal M?-106pmweA5GNfly_XYSd_6nOpC3JjkdJ 1e6p5FazRT15 7-10-6 7-10-6 3x4 II B 3x5 7-10-6 7-10-6 3x4 11 Scale = 1:26.1 Plate Offsets (X,Y)— WO -1-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI._ DEFL. in (loc) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) 0.16 C -F >582 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.46 C -F >200 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 A n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 28 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) A=309/0-3-15 (min. 0-1-8), C=309/Mechanical. Max Horz A=164(LC 7) Max Uplift A=-44(LC 8), C=-86(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. , LOAD CASE(S) Standard oQ�OFESSIO/Vq! 0 N 10 F'L c . w � J r° C 76428�ZZ� o EXP. 12!31!2018 * T9T CIVIL �a�P FOFCA April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Wei his, CA 95610 Job Truss Truss Type Qty Ply LUMBER- BRACING - 170f-012 J04G Jack -Closed Girder 1 2 [otheld850255317 ob Reference (optional) Systems Plus Lumber Co, Anderson, CA O 71 a -. - Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 Mi rek Industries, Inc. Wed Apr 12 09:59:37 2017 Pagel ID:ACfC8rAXXyglywOPCzkMfl¢aIM?-DagB GfpsZVWk6Zk698Df x5TTjXTlvltmYenOzRT14 3-11-14 + 7-10-6 3-11-14 3-10-7 3x4 II 3x4 = 2x4 II 4x4 = Scale = 1:24.9 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL - 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015ITPI2014 CSL TC 0.13 BC 0.16 WB 0.23 Matrix -MP DEFL. in (loc) I/defl Ud Vert(LL) -0.01 E -H >999 240 Vert(CT) -0.03 E -H >999 180 Horz(CT) 0.01 D n/a n/a . PLATES GRIP MT20 220/195 Weight: 82 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X6 DF SS G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=959/0-3-15 (min. 0-1-8), D=990/Mechanical Max Horz A=161(LC 22) Max Uplift A=-171(LC 8), D=218(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-13=1447/260 BOT CHORD A -I=-263/1279, E-1=263/1279, E -J=263/1279, D -J=-263/1279 WEBS B -E= -147/1061,6-D=-1454/343 NOTES- (11) 1) 2 -ply truss to be connected together with IOd (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at D-9-0 oc. 2) All loads are considered equally applied to all plies, except B noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. OFESSIO/V 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (A=lb) A=171, D=218. �ZONIO h �� 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �!`O 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 444 Ib down and 94 Ib up at 1-11-3, and 444 Ib down and 94 Ib up at 3-11-3, and 444 Ib down and 94 Ib up at 5-11-3 on bottom chord. The design/selection of J U� C 76428 z such connection device(s) is the responsibility of others. o 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �y EXP. 12/31/2018 * LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 T 9TFOF Uniform Loads (plf) Vert: A -C=-60, D -F=20 CALIF April 12,2017 ®WARNING - Verify, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/09/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��' a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing fViiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DS13-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Ply z �Qty 12502°5317 1701-012 J04G Jack -Closed Gilder 1 2 lRotheld Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:37 2017 Page 2. ID:ACfC8rAXXyglywOPCzkMfkzalM?-DagB_GfpsZVWk6Zk698Df x5TTjXTlvltrnYen0zRT14 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: E=444(6) 1=-444(B) J= -444(B) I ® WARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the oJerall Mal, pBTek� � building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95 Job Truss Truss Type Qty 8.0-0 "_0 ' Plate Offsets (X,Y)— IPly�Rotheld R50255318 1701.012 J05 Jack -Partial 5 1 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Job Reference (optional) systems rms LumDer U0, Anmerson, cA A run: o.1 uu s rem zz Zul I Ynmt: o.1 uu s rem.44 zul / mi I eK mousmes, mc. wea Apr lz uy:ou:sr zul r rage I ID:ACfCBrAXXyg1ywOPCzkMfkzalM?-DagB_GfpsZV Vk6Zk698CF x_ITgtT4eltmYen0zRT14 -4.0.0a-1$ - 8-0-04-0-0 - 4-1-6 3-10-6 3x4 D �d Scale = 1:32.6 LUMBER- BRACING - TOP CHORD 2X4 DF No:1&Bir G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G BOT CHORD WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) C=618/0-3-8 (min. 0-1-8), E=264/Mechanical, B=62/0-3-8 (min. 0-1-8) Max Horz C=238(LC 8) Max Uplift C=711 (LC 8), E=-90(LC 8), 6-34(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, E, B. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q,�.piFESSiO/v C4� ON10 yFF7,� v C 76428 �z C o EXP. 1y31/2018 m OF CAl April 12,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH-7473rev. 10/03!2015 BEFORE USE. ��' Design valid for use only with MiTekQU connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall N C building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary antl permanent bracing IV 1iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 8.0-0 "_0 Plate Offsets (X,Y)— [C:Edge,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.09 E -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(CT) -0.31 E -H >299 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MP Weight: 34 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No:1&Bir G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G BOT CHORD WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) C=618/0-3-8 (min. 0-1-8), E=264/Mechanical, B=62/0-3-8 (min. 0-1-8) Max Horz C=238(LC 8) Max Uplift C=711 (LC 8), E=-90(LC 8), 6-34(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, E, B. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q,�.piFESSiO/v C4� ON10 yFF7,� v C 76428 �z C o EXP. 1y31/2018 m OF CAl April 12,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH-7473rev. 10/03!2015 BEFORE USE. ��' Design valid for use only with MiTekQU connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall N C building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary antl permanent bracing IV 1iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 �Rotheld 850255319 170f-012 J05G Jack -Closed Girder 1 �f 2 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:38 2017 Page 1 I D:ACfC8rAXXyg1 ywOPCzkMlkzalM?-hnDZBcgRctdNMG8wfsfSBCTFCt2MC SVA601CKTZRTI3 B-0-0 3-10.8 3x4 3x4 = 2x8 II 4xa — Scale = 1:24.9 Plate Offsets (X,Y)— fA:0-1-12,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.02 E -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.05 E -G >999 180 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 D n/a n/a Suite 109 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 83 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X6 DF SS G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=1302/0-5-8 (min. 0-1-8), D=1515/Mechanical Max Horz A=163(LC 5) Max Uplift A -208(1-C 8), D=291(1 -C 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD A -B=-2158/350 BOT CHORD A -H=-345/1920, E-1-1=345/1920, E-1=345/1920, D-1=345/1920 WEBS B -E=230/1714, B -D=-2183/436 NOTES- (11) 1) 2 -ply truss to be connected together with 1 Od (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. O�ESSION q( 7) Refer to girder(s) for truss to truss connections. QR 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (n=1b)�ONIO y c A=208, D=291. = P Ccp ) 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIITPI 1. U O� 2 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 727 Ib down and 125 Ib up at C 76428 J U z30 2-4-11, and 728 Ib down and 127 Ib up at 4-4-4, and 733 Ib down and 139 Ib up at 64-11 on bottom chord. The design/selection Q o of such connection device(s) is the responsibility of others. r. EXP. 1 3112018 H 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. * LOAD CASE(S) Standard T W 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 OF �A�1F Uniform Loads (plf) Vert: A -C=-60, A -D=20 April 12,2017 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE Ml1-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �Z• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job Truss Truss Type Qty Ply 1704-012 JOSG Jack -Closed Girder 1 2 �Rotheld 850255319 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard . Concentrated Loads (lb) Vert: E=728(B) H= -727(B) 1=-733(B) Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:38 2017 Page 2 ID:ACfC8rAXXyg1 ywOPCzkMfkzalM?-hnDZBcgRctdNMG8wfsfSBCTFCt2MCSvA6QICKTzRTl3 i ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. ■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 A���1k.' is akvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the � V fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hall his, CA 951 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. ■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 A���1k.' is akvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the � V fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hall his, CA 951 Job Truss Truss Type Qty Ply Plate Grip DOL 1.15 - TCDL 10.0 1.15 �Rotheld 850255320 1701=012 ' J06 Jack -Open Girder 2 - 1 Code IBC2015/TP12014 Matrix -MP BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and re uired cross bracin Job Reference (optional) Systems Plus Lumber Go, Anderson, GA Kun: o.l Vu s reD ZZ ZUl ! rMl: D.IUU 5 reD ZZ ZUl t MI I eK Inausmes, Inc. vveo Apr 1Z uV:DV:3o ZVI, rage 1 ID:ACfCBrAXXyg1 ywOPCzkMfkzalM?-hnDZBcgRctdNMG8wfsfSBCTECt3kCXpA601CKTzRT13 2-0-0 1-11-11 6-0-0 2-M 1-11-11 ' 4-0-5 - - - Scale = 1:15.0 C 6.00 12 B d A 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 TCDL 10.0 Lumber DOL 1.15 BC 0.16 BCLL 0.0 ' Rep Stress Incr NO WE 0.00 BCDL 10.0 Code IBC2015/TP12014 Matrix -MP LUMBER- . TOP CHORD 2X4 DF No.t&Btr G BOT CHORD 2X4 DF No.1&Btr G Id D DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.02 D -G >999 240 MT20 220/195 Vert(CT) -0.07 D -G >999 180 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Quality Criteria, DSB-89 and BCSI Building Component Horz(CT) 0.00 C n/a n/a Suite 109 Weight: 14 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-D-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and re uired cross bracin • q 9 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=49/Mechanical, B=263/0-5-8 (min. 0-1-8), D=42/Mechanical Max Horz B=74(LC 8) Max Uplift B=-77(LC 8) Max Grav C=36(LC 3), B=263(LC 1), D=87(LC 3) FORCES. (lb) -Max. Comp.IMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; VuIt=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B. 7) This truss is designed in accordance with the 2015 International Building,Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard < QUO`FESS10&4� ONIO• F� v C 76428 z G= p * EXP./2/3112018 OF April 12,2017 ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MVI -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek®connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary antl permanent bracing 0. �4®0.' M is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 tl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Ory + 6-0-0 3-6-12 2-5-4 �PlylRotheld 850255321 17011012 ' J07 Jack -Closed 2 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 11.15 . TC 0.17 Job Reference (optional) aysrams nus uumuer nm ny, rayv ID:ACfC8rAXXyglywOPCzkMfkzalM?-AznxPyh3NBIE Pj6DaAhkP00MHRax_OKL411svzRT12 -2-0-0 3-0-12 3-11-11 6-0-0 2-0-0 - 3b-12 0.4-15 2-0-5 .. Scale = 1:17.7 A 4x6 \\ REACTIONS. (Ib/size) B=375/0-5-8 (min. 0-1-8), E=214/Mechanical Max Horz B=91 (LC 7) Max Uplift 8=-93(LC 8), E=37(1_C 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, E. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard IM1 ® WARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03!2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a thus system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. FESSIO/v ��OQ ONIO lF i w= � P r° C 76428 �Z � o * w P.1y3112018 rn OF MiTek' 7777 Greenback Lane April 12,2017 3-6-12 + 6-0-0 3-6-12 2-5-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 11.15 . TC 0.17 Vert(LL) -0.00 F -I >999 240 MT20 220/195 TCDL ' 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 F -I >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 E nla nla BCDL 10.0 Code IBC2015rrPI2014 Matrix -MP Weight: 28 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins: C -D. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=375/0-5-8 (min. 0-1-8), E=214/Mechanical Max Horz B=91 (LC 7) Max Uplift 8=-93(LC 8), E=37(1_C 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, E. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard IM1 ® WARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03!2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a thus system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. FESSIO/v ��OQ ONIO lF i w= � P r° C 76428 �Z � o * w P.1y3112018 rn OF MiTek' 7777 Greenback Lane April 12,2017 Job Truss Truss Type . Qty PlyRotheld 170'1-012 ' J08 Jack -Open 2 1 R50255322 DEFL. in (loc) I/dell L/d Job Reference o lional A ran: o.1 uu s rel)" 201 r Pnm: o.luu s rel) 22 2011 mi l eK mausmes, Inc. Wea Apr 12 09:09:39 2011 Page 1 ID:ACfC8rAXXyglywOPCzkMfkzalM7-AznxPyh3NBIE_Pj6DaAhkP000H02x 3KL411svzRT12 5-11-11 6-0-0 2.0-0 5-11-11 0.0-5 la Scale = 1:21.7 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Bir G REACTIONS. (Ib/size) C=148/Mechanical, B=377/0-5-8 (min. 0-1-8), D=69/Mechanical Max Horz B=156(LC 8) Max Uplift C=87(LC 8), B=75(1 -C 8) Max Grav C=148(LC 1), B=377(LC 1), D=107(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING- 1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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 Installatioguide. ' NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�"pFESS10/yq� 0o P�ON 10 v C 76428 z 0 * EXP.© 31/2018 OF It - April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03!2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �. a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall -pL `C�YyCe' K building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I 1�i • is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V I fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 5-11-11 0-0-5 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.04 D -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.14 D -G >504 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -MP Weight: 20 Ib , FT = 20% LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Bir G REACTIONS. (Ib/size) C=148/Mechanical, B=377/0-5-8 (min. 0-1-8), D=69/Mechanical Max Horz B=156(LC 8) Max Uplift C=87(LC 8), B=75(1 -C 8) Max Grav C=148(LC 1), B=377(LC 1), D=107(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING- 1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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 Installatioguide. ' NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�"pFESS10/yq� 0o P�ON 10 v C 76428 z 0 * EXP.© 31/2018 OF It - April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03!2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �. a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall -pL `C�YyCe' K building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I 1�i • is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V I fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty PlyRotheld ' R50255323 1701-012 J09 Jack -Open 2 1 - ' Job Reference o tional Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:40 2017 Page 1 I D:ACfC8rAXXyg 1 ywOPCzkMfirzalM?-e9LJdhh8Ut5cZIJnHhwHdZZggkCgRJTZknIOLzRTl1 6-" 7-11-11 2-0-0 6-0-0 �g Scale = 1:26.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.05 E -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.15 E -H >487 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 23 Ib FT = 20% LUMBER- BRACING. TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing b . installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt=length) B=0-5-8, C=0-3-1. (lb) - Max Horz B=196(LC 8) Max Uplift All uplift 100 Ib or less at joints) D, B except C=-125(LC 8) Max Grav All reactions 250 Ib or less at joint(s) D, E, C except B=382(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, B except (jt=1b) C=125. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. • LOAD CASE(S) Standard Q '0FESSIO/Vq, ON Ip C 76428 z 30 � o * EX®lJ31/2018� CIVIL OF C AL � April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE hill -7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing N A;4®Y.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MV! 1 R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DS849 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 JobTruss Truss T_ ype Qty Ply RotheId 5-0-0 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ' 1-10-15 1701-012 � J10 � Jack -Open Girder 2 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlr Pl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane ' Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. LOADING (psf) SPACING- Job Reference (optional) systems rms Lumoer w, Anaerson, L:A Kun: a.1 uu s reo zc zut f rnm: a.tw s reo a eu i r mit ex mousmes, mc, vveo Apr 14 ura cu r r rage , ID:ACfC8rAXXyg l ywOPCzkMfkzalM?-egLJclhh8Ut5cZIJnHhwHdZaigm6gRJTZknIOLzRTl1 -2-M 1-11-11 5-M 2.0-0 1-11-11 - 3.0-5 A Scale = 1:13.2 116 REACTIONS. (Ib/size) C=35/Mechanical, B=265/0-5-8 (min. 0-1-8), D=34/Mechanical Max Horz B=74(LC 8) Max Uplift B=-76(LC 8) Max Grav C=67(LC 3), B=265(LC 1), D=72(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ' NOTES- (8) 1) Wind: ASCE 7-10; Vu11=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B. 7) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSIrrPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r LOAD CASE(S) Standard oQq'(OFESSIOfyq� O N IO 11), C 76428 z 0 EXP. 1/31/2018 ^7 CIVI OF r.A April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Mll•7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component• not 1-10-15' 1-1,111 5-0-0 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ' 1-10-15 o-6-42 3-0-5 Plate Offsets (X,Y)— [B:0-0-4,Edge1 �yOIT®k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlr Pl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane ' Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. LOADING (psf) SPACING- 2-0-0 CSL Citrus Heights, CA 95610 DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.01 D -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.03 D -G >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -MP Weight: 13 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&BIT G TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing . be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=35/Mechanical, B=265/0-5-8 (min. 0-1-8), D=34/Mechanical Max Horz B=74(LC 8) Max Uplift B=-76(LC 8) Max Grav C=67(LC 3), B=265(LC 1), D=72(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ' NOTES- (8) 1) Wind: ASCE 7-10; Vu11=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B. 7) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSIrrPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r LOAD CASE(S) Standard oQq'(OFESSIOfyq� O N IO 11), C 76428 z 0 EXP. 1/31/2018 ^7 CIVI OF r.A April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Mll•7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component• not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing pp pp is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �yOIT®k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlr Pl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane ' Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty Ply held850255325 TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 F-1 >999 240 MT20 220/195 [o' 1701-012 J11 Jack -Closed 2ob BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 E n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Reference (optional) Systems Plus Lumber Go, Anderson, CA A Hun: 6.100 s Feb 22 2017 Pnnt: 6.100 s Feb 22 2017 Miiek Industnes, Inc. Wed Apr 12 09:59:41 2017 Pagel ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-6MvipeiJvo?yDjsVL?CApg5ms478PtncoOWsxozRT10 3.6-12 3-11-111 5-0-0 - 2-0-0 3-6-12 0�-151-0-5 4x6 \\ Scale = 1:17.8 " 3-6-12 1-5-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in '(loc) , Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 F-1 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT) -0.01 F-1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 E n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 24 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) B=339/0-5-8 (min. 0.1-8), E=169/Mechanical Max Horz B=91(LC 7) Max Uplift 13=91(LC 8), E=-26(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: C -D. Rigid ceiling directly applied or 10-D-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will TR between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, E. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q';�.pFESSlO1yq� �O �01\110 F7, I17= � r° C 76428 z '1 - XP. XP. 12/31/2018 0O OFCAUFI� April 12,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p q iT®k� building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the f1�l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyRotheld - ' 0-4!1 - SPACING- 2-0-0 R50255326 1701-012 J12 Jack -Open 1 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 • Vert(LL) -0.02 Job Reference (optional) systems rens Lumaer uo, Anderson, GA A rwn: o.t uu s reo a zui r rnm: o.iuu s reo zz M] r mi i es mausmes, mc. wea Apr 1z ue:ae:az zui r rage t ID:ACfC8rAXXygl ywOPCzkMfkzalM?-aYT41 Jxg67prtRhuikPM2exUUR?8Kom l2GPTEzRTI? 2 0 0 4-10-15 5-M 2-0-0 4-10.15 0-4-1 1d Scale = 1:19.2 LUMBER- BRACING - TOP CHORD 2X4 DF No.1&BtrG TOP CHORD BOT CHORD 2X4 DF No.t&Btr G BOT CHORD REACTIONS. (Ib/size) C=117/Mechanical, B=340/0-5-8 (min. 0-1-8), D=53/Mechanical Max Horz B=134(LC 8) Max Uplift C=68(LC 8), B=-74(LC 8) Max Grav C=117(LC 1), B=340(LC 1), D=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q 'OFESs10/V ONIO h� Fisc v C 76428 z � o * 4. EXP. 311201A LP _GO- OF C Al' April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 4-10-15 - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 0-4!1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.02 D -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT) -0.06 D -G >940 180 BCLL 0:0 Rep Stress Incr YES WB 0.00 Horz(CT) 0:00 C n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MP Weight: 17 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&BtrG TOP CHORD BOT CHORD 2X4 DF No.t&Btr G BOT CHORD REACTIONS. (Ib/size) C=117/Mechanical, B=340/0-5-8 (min. 0-1-8), D=53/Mechanical Max Horz B=134(LC 8) Max Uplift C=68(LC 8), B=-74(LC 8) Max Grav C=117(LC 1), B=340(LC 1), D=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q 'OFESs10/V ONIO h� Fisc v C 76428 z � o * 4. EXP. 311201A LP _GO- OF C Al' April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members ordy. Additional temporary and permanent bracing N A'TeE.- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MYA 1 Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI7 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Nei his, CA 95610 Job Truss Truss Type Qty PlyRo theId 6.6.8 4-11-12 grip DOL=1.33 Plate Offsets (X Y)— [C:0-2-710-1-121 850255327 1709-012 J13 - Roof Special Girder 4 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Job Reference (optional) Systems Plus Lumber CO, Anderson, CA Hun: it. 100 s I'eb ZZ 201 / t'nnt: 0.1uu s tet) ZZ 201 / MI I8k InOusutes, Inc. vveo Apr 1z uv:ba:4z zui / rage 1 ID:ACfC8rAXXygIywOPCzkM11¢aIM?-aYT41 Jxg67prtRhuikPM2euyUQ_8Hmml2GPTEzRTI? -2-0-0 1F-12 1-11-11. 6-6-8 • 2.0.0 1512 0.4-15 41&13 Scale = 1:16.5 6x6 LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No. I&Blf G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) E=450/Mechanical, B=418/0-5-8 (min. 0-1-8) Max Horz B=51(LC 31) Max Uplift E=139(LC 5), 13=127(LC 8) Max Grav E=466(LC 20), B=418(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-512/102 BOT CHORD B -F=-102/444, F -M=-106/432, M -N=106/432, N -O=-106/432, E -O=-106/432 WEBS C -E=-439/102 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0.0 oc purlins (6-0-0 max.): C -D. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (13) 1 E-12 119-12 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; 6.6.8 4-11-12 grip DOL=1.33 Plate Offsets (X Y)— [C:0-2-710-1-121 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom Chord in a'I areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.02 E -F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.06 E -F >999 180 LOAD CASE(S) Standard BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(CT) 0.00 E n/a nla BCDL 10.0 Code IBC2015rrPI2014 Matrix -MP Weight: 29 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No. I&Blf G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) E=450/Mechanical, B=418/0-5-8 (min. 0-1-8) Max Horz B=51(LC 31) Max Uplift E=139(LC 5), 13=127(LC 8) Max Grav E=466(LC 20), B=418(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-512/102 BOT CHORD B -F=-102/444, F -M=-106/432, M -N=106/432, N -O=-106/432, E -O=-106/432 WEBS C -E=-439/102 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0.0 oc purlins (6-0-0 max.): C -D. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom Chord in a'I areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girders) for truss to truss connections. f ESSIO 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (It=1b) Ali �ONIO (/FSC E=139, B=127. �OeP 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical does depict bottom purlin representation not the size or the orientation of the purlin along the top and/or chord. U O�rllln C 76428 z 11) Hanger(s) or other connection devicesufficient s) shall be provided sucient to support concentrated load(s) 54 Ib down and 90 Ib up at �U 1-11-10, and 38 Ib down and 65 Ib up at 4-0-12, and 65 Ib down at 6-0-12 on top chord, and 9 Ib down at 2-0-12, and 16 Ib down �y EXP. 12/31/2 and 18 Ib up at 4-0-12, and 145 Ib down and 95 Ib up at 6-0-12 on bottom chord. The design/selection of such connection * H device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) WARNING: Engineering is truss is fabricated by Systems Plus Lumber Co. P void unless 9TFOF A`1� LOAD CASE(S) Standard April 12,2017 ® WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/012015 BEFORE USE. Design valid for use only with MlTek® connectors. This design Is based only upon parameters shown. and is for an individual building component, not B- a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall Bet building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 0. A'4®1.' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the ,V Y 1 Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hal his, CA 95610 Job ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03)2015 BEFORE USE. Truss TypeQty Ply Rotheld850255327 psi' 7—ss a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1701-012 building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing Roof Special Girder 4 1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIf PI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Job Reference (optional) Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-60, C -D=60, E -G=-20 Concentrated Loads (lb) Vert: K=O L=65(F) M=9(F) N=16(F) 0=145(F) Run: 8.100 5 Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:43 2017 Page 2 ID:ACfC8rAXXyglywOPCzkMfkzalM?-2k1 SEKkZRPFgT10uSQFeuFA3iulDtkOvFi?z?gzRTI_ Citrus HelaMs CA 95 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03)2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not psi' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing iViiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIf PI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus HelaMs CA 95 Job Truss Truss TypeQty DEFL. Ply Rotheld Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 R50255328 1701=012 J14 Root Special - 4 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT) -0.02 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:43 2017 Page 1 ID:ACfC8rAXXyglywOPCzkMfkzalM?-2k1 SEKkZRPFgT10uSOFeuFA6EunwtmVWFi?z?gzRTI_ 4-00 2-9-12 3-2-11, 6.6-8 10.0 3-0.0 2-9-12 0-0-15 3-3-13 4x6 \\ 30 11 Scale = 1:21.2 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.01 F -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT) -0.02 F -G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 F n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -MP Weight: 33 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF NO.1&Btf G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G BOT CHORD t REACTIONS. (Ib/size) C=424/0-58 (min. 0-1-8), F=323/Mechanical, B=173/0-3-8 (min. 0-1-8) Max Horz C=105(LC 8) Max Uplift C=29(LC 8), F=20(LC 5), B=-73(LC 27) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD C -D=375/23 BOT CHORD C -G=-36/313, F -G=40/306 WEBS D -F=-328/31 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: D -E. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, F, B. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 10) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 33 Ib down and 63 Ib up at 2-11-8, and 43 Ib down at 4-0-12, and 65 Ib down at 6-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 <Q'OFESSIONq� ONIO y�F�Gc tv `� 'P 2�c1 6 C 76428 z n * s B ,0 3112018 H OF CAUW7�7 April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M 1.7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing R ;Te I.k' M is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 9 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane .Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 1 . Systems Plus Lumber Co, Anderson, CA - Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:43 2017 Page 2 ID:ACfC8rAXXyg"OPCzkMfkzalM?-2k1 SEKkZRPFgT10uSOFeuFA6EunwtmWvFi?z?gzRTI_ LOAD CASE(S) Standard I Uniform Loads (plf) ' Vert: A -B=-60, B-1=82, D-1=-60, D -E=60, F -H=-20 Concentrated Loads (lb) Vert: K=27(F)L=-65(F) •1 Job Truss Truss Type Qty Ply ' �Rotheld R50255328 1701-012 J14 Roof Special 4 1 Job Reference (optional) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/03/1015 BEFORE USE. Design Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Ip A� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �y� IT®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 96� Job Truss Truss Type Qty Ply Rotheld ,. TCDL 10.0 Lumber DOL 1.15 R50255329 1701-012 J15 Roof Special 4 1 Code IBC2015(rP12014 WB 0.08 Horz(CT) 0.00 F n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:44 2017 Page 1 ID:ACfC8rAXXyglywOPCzkMfkzaIM?-WxbgSfkCCjNX4Bb4O7mtRTiHyi7xcD?3UMIWW6zRTHz , -0-0-0 -3-0-0 4-9-12 5-2-11 6-0-8 1-0-0 3-M 4-9-12 0.4-1 1-3-13 4x6 \\ Scale = 1:26.3 3x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015(rP12014 CSI. DEFL. in (loc) Vdefl Ud TC 0.18 Vert(LL) --0.01 G -J >999 240 BC 0.11 Vert(CT) -0.03 G -J >999 180 WB 0.08 Horz(CT) 0.00 F n/a n/a Matrix -MP LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) C=471/0-5-8 (min. 0-1-8), F=410/Mechanical, B=152/0-3-8 (min. 0-1-8) Max Horz C=144(LC 5) Max Uplift C=-82(LC 8), F=207(LC 8), B=64(LC 27) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when showri. TOP CHORD C -D=281/93 WEBS D -F=-366/174 PLATES GRIP MT20 220/195 Weight: 34 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: D -E. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B except (jt=1b) F=207. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 161 Ib down and 202 Ib up at 4-11-8, and 91 Ib down and 90 Ib up at 6-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 OQ�pt ESS1pNq� ONIO Fiy Z C 76428 z EXP. 1731/2018 117 * es OF April 12,2017 Killem"HIN 01111 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. -- Design valid for use only with NIUMD connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing • MiTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply a truss system. Beforeuse, the building designer must verify the applicability of design parameters and property incorporate this design into the overall - , iwiTek' - lRotheld 850255329 1701-012 J15 Roof Special 4 1 ' Chrus Heights, CA 95610 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:44 2017 Page 2 ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-WxbgSfkCCjNX4Bb407mtRTjHyl7xcD?3UMI W W6zRTHz LOAD CASE(S) Standard .,Unfform Loads (PH) Vert: A -B=-60, B-1=-82, D-1=-60, D -E=-60, F -H=-20 Concentrated Loads (Ib) Vert: D=115 K=91(F) •t l r r Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Beforeuse, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r , iwiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - ® WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10103/2015 BEFORE USE. ' • Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Beforeuse, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iwiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 ' ' Chrus Heights, CA 95610 I Job Truss Truss Type Qty Ply Rothetd PLATES GRIP - Plate Grip DOL 1.15 ' TC 0.33 R50255330 1701-012 J16 Jack -Closed 2 7 BC 0.21 ' E -H >544 180 BCLL 0.0 ' Rep Stress Incr Job Reference (optional) ayawnu nus �wnue, w, rv�um sun, a.A rt n. 0. I V V 5 reo LG LU i / rnnl: o. rUa s reo cc Zvi / Mi I ex Inausales, mc. vveo Apr lL ue:0e:90 Lul / rage 1 I D:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-_78Cf?lgz 1 VOiKAGagH6_gGPMhRaLhYCj0U33ZzRTHy 4-M 6-" 4-M 6-64 A 3.4 II D Scale = 1:29.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL: in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 ' TC 0.33 Vert(LL) -0.04 E -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.14 E -H >544 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MP Weight: 29 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.l&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) E=217/Mechanical, C=499/0-5-8 (min. 0-1-8), B=111/0-3-8 (min. 0-1-8) Max Horz C=180(LC 5) Max Uplift E=-58(LC 8), C=-62(LC 8), B=-51(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of whhstanding 100 Ib uplift at joint(s) E, C, B. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard oQ 'OFESSIO/V acv ONIO h'4q, C 76428 Z 3. � o EXP. 1131/2018 m OF ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/09/2015 BEFORE USE. ■■ Design valid for use only with MlrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �- building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.. Additional temporary and permanent bracing Welk' ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Ouallty Crtteria, DS13-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 April 12,2017 Job Truss Truss Type Qty PlyRotheld PLATES GRIP Weight: 3 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btf G TOP CHORD R50255331 1701-012 L1 Rafter 4 1 M]Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Job Reference (optional) Systems rtus Lumber r:0, Anaerson, GA Kun: a.iuu s reb zz zu1 i vnm: a.1 uu s reb zz zul I mi i eK mousmes, mc. Web Apr 1z ua:otrno zui i rage 1 ID:ACfC8rAXXyglywOPCzkMfkzalM?_78Ct7IgzlVOiKAGagH6_gGUKhuwLhYCjOU33ZzRTHy 04-8 1-9-7 04I 14-15 C 6.00 12 o B A g , d lb d ' al THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" OF UNIFORM LOAD AS SHOWN. 1-9-7 1-9-7 Scale: 1.5"=1' LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TPI2014 CSI. TC 0.01 BC 0.00 WB 0.00 Matrix -MP DEFL. in Vert(LL) -0.00 Vert(CT) -0.00 Horz(CT) -0.00 (loc) I/def] L/d B >999 240 B >999 180 C n/a n/a PLATES GRIP Weight: 3 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btf G TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. M]Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (]b/size) B=71/0-1-8 (min. 0-1-8), C=36/Mechanical Max Horz B=35(LC 8) Max Uplift B=-25(LC 8), C=24(1_C 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, C. 7)" Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 8) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�pFESSIONqe ONIO F 2 <u= `oP tiF�2 cpm C 76428 z 0 EXP. 12131/2018 H >rr #,& �FOF April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall g�T IV I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Ory LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP 1Ply1Rotheld850255332 Plate Grip DOL 1.15 1701-012 SC1 Jack -Closed 10 Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MiTek Industries, Inc. Wed Apr 12 09:59:45 2017 Page 1 I D:ACfC8rAXXyg i ywOPCzkMfkzalM?-_78Cf?Igzl VOiKAGagH6_gGSrhUNLhYCj0U33ZzRTHy 2-0-0 1-11-t1 3x4 It Scale: 1 "=1' 1-11-11 2-0-0 1-11-11 0-0-5 Plate Offsets (X Y)— [B`0-0-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.00 G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 10 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) D=9/Mechanical, B=259/0-5-8 (min. 0-1-8) Max Horz B=59(LC 7) Max Uplift B=-90(LC 8) Max Grav D=35(LC 4), B=259(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSlfTPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�OFESS/O/V �ONIO 44F �z C 76428 n o EXP. 1 /31/2018 I'7 * SIT CIVIL 9TFOF C AL April 12,2017 J& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE Ml1.7473 rev. 10/0312015 BEFORE USE Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p �• building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members orgy. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPIt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty PlyRothele SPACING- 2-0-0 CSI. ' (loc) Udefl Ud PLATES GRIP TCLL 20.0 R50255333 1701-012 SMA Jack -Open 4 1 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 F >999 180 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BCLL 0.0 Job Reference (optional) systems rms Lumber oo, Anderson, uA nun: b.tuu s red zz zui I rnm: d.iuu s rel) zz zut I mi I ex maustnes, Inc. wea Apr 1 ua:oa:40 zut I rage 1 1 D:ACfC8rAXXyg 1 ywOPCzkMflaalM?-SJibtLmSkKeFKUIS7YoLWuoft5gj48oLyfEdb?zRTHx 1-11-11 2-Or0 1-11-11 0-0-5 A 3x4 = C 1�6 Scale = 1:9.5 NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) A, B. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard O N IO r° C 76428 �Z2� � o EXP. 12/31/2QIll � ti •%r A ,fr , 7OFALFO�a\P April .12,2017 ® WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 F >999 180 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 A n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 6 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Bir G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No. t&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that'Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=79/0-5-8 (min. 0-1-8), C=29/Mechanical, B=50/Mechanical Max Horz.A=40(LC 8) Max Uplift A=-6(LC 8), B=-27(LC 8) Max Grav A=79(LC 1), C=36(LC 3), B=50(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) A, B. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard O N IO r° C 76428 �Z2� � o EXP. 12/31/2QIll � ti •%r A ,fr , 7OFALFO�a\P April .12,2017 ® WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R ACTe I.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M V ! fi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Chrus Hefclhts, CA 95610 Job Truss Truss Type Qty PlyRotheld in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 850255334 170a-012 SC2 Jack -Closed 10 1 240 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT) Job Reference (optional) bystems Pros Lumber U0, Anderson, GA A Hun: t1.l UU s t-eD ZZ ZUl / vrim: b.luu s reD ZZ Zul / MI I eK Indusules, Inc. Weo Apr 1 Z Utcotl:40 ZUl / rage 1 I D:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-SJibtLmSkKeFKUIS7YoLWuodb5q W48oLyfEdb?zRTHx 2-0-0 2-M 1-11-11 D LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.00 H >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT) . 0.00 H >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) D=53/Mechanical, E=82/Mechanical, B=252/0-5-8 (min. 0.1-8) Max Horz B=94(LC 8) Max Uplift D=-34(LC 8), E=-35(LC 8), B=-64(LC 8) FORCES. (lb) -Max. Comp./Max.-Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.1 I6 PLATES GRIP MT20 220/195 Weight: 13 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, E. B. 7) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSI(TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q'�.pFESSIONq( �ONIO F w � v C 76428-Z7- � o * w XP. 1y31/2018 H rFOF April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DS"9 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Chrus Hei Ms CA 95610 Job Truss Truss Type Qty Ply Rotheld - TC 0.03 MT20 220/195 TCDL 10.0 850255335 170;-012 SC2A Jack -Open 4 1 WB 0.00 Horz(CT) -0.00 C nla n/a. BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Job Reference (optional) systems Plus Lumber co, Anderson, GA Run: d.l uu a Feb 22 2O1/ Print: a.luu s Feb 22 2ul / MI ek industries, Inc. wed Apr 12 09:59A/ Lu if rage 1 ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-xWGz4hn4Vem5xeKfhFJa35LgWAIpb2VAJzA7RzRTHw ` - 2-0-0 - 3-11-11 2-M 1-11-11 ' • Scale = 1:14.7 r. 3x4 = D 2-M 2-0-0 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl ' Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 3x4 = D 2-M 2-0-0 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl ' Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 G >999 180 BCLL 0.0 Rep Stresslncr YES WB 0.00 Horz(CT) -0.00 C nla n/a. BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 9 l FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. A MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (it=length) B=0-1-8. ,. (lb) - Max Horz A=80(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) C, D, B Max Grav All reactions 250 Ib or less at joint(s) A, C, D, B FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown... NOTES- (10) 1) Wind: ASCE 7-10; Vu1t=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, D, B. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 9) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSUTPI 1. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard •, Q�pFFSSIO/v ��o P�ION10 y�FZc. ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with IviTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andior chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. _ t°3 C 76428 �Z Of p *EXP. 1.'31/2018 r OF MiTek' 7777 Greenback Lane April 12,2017 Job Truss Truss Type CSI. Ply (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL JQty TC 0.18 �Rotlheld 850255336 1701.012 SC3 Jack -Closed Supported Gable 6 1 BC 0.02 Vert(CT) -0.00 B -F >999 180 BCLL 0.0 Rep Stress Incr Job Reference (optional) Systems Plus Lumber Co, Anderson, CA �1 Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:47 2017 Page 1 I D:ACfCBrAXXyg 1 ywOPCzkMfkzalM?-xWGz4hn4Vem5xeKfhFJa35LoGVAOpb2VAJzA7RzRTHw 2-" 2-0-0 3-11-11 Scale = 1:22.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 B >999 240 MT20 '2201195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 B -F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IBC2015rrPI2014 Matrix -P Weight: 15 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except (jt=length) B=0-3-8, F=Mechanical. (lb) - Max Horz B=151(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) B, C except D=-132(LC 8) Max Grav All reactions 250 Ib or less at joint(s) F, D, C except B=263(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (12) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.00sf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, C. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, C except (jt=1b) D=132. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) D, C. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIlrPI 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�OFESS/ONq� 0 P�ONIC C 76428 �Z 0 C EXP.1 /31/2018 m * is nt . rFOF qJ�r April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 raw. 10/03/2016 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Dal • a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' iT®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIr PIi Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty PlyRotheld in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL R50255337 1701.012 ' SC3A Jack -Open - 4 1 240 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT) Job Reference (optional) Systems VIUs Lamber UO, Anderson, UA l y7(1 - 4 . 3x4 = C ran: o.iuu s reo a zui r rnm: o.tuu s reo a zu1 r Mn eK mausmes, mc. vveo Apr 1 z ua:oa:w cu r r rage r ID:ACfC8rAXXyglywOPCzkMfkzalM?-xWGz4hn4Vem5xeKfhFJa35LnOV60pb2VAJzA7RzRTHw 2-0-0 5-11-11 2-M 3-11-11 - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.01 C -F >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.01 C -F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.t&Btr G BOT CHORD 2X4 DF No.1&Btr G r REACTIONS. (Ib/size) A=105/Mechanical, B=131/Mechanical, C=159/Mechanical Max Horz A=121(LC 8) Max Uplift B=-85(LC 8), C=-82(LC 8) ..FORCES'. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:19.8 PLATES GRIP MT20 220/195 Weight: 12 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Ffek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8, C. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard ' OQ�pFESSIONq� ON IO 6 C 76428 �Z2� Cr p * C EXP. 1 31/201.8 LIT . C10Ael OF C4 April 12,2017 ® WARNING - Verily, design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing P R'1�e1.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �V R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty PlyRotheld SPACING- 2-D-0 CSI. DEFL. in ' PLATES GRIP TCLL 20.0 850255338 1701-012 SC4 Jack -Closed 1 1 Lumber DOL 1.15 BC 0.05 Vert(CT) -0.00 G >999 180 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BCLL 0.0 ' Job Reference (optional) Systems Plus Lumber CO, Anderson, CA A rtun: e.IUU s reD ZZ ZUl I Ynm: b.IUU s reD ZZ ZUl I MI I ex Indusines, Inc. Weo Apr 1Z utrou:40ZUl1 rage 1 I D:ACfC8rAXXyg1 ywOPCzkMfkzalM?-PigLH 1 oiGyuyZovrFigpbJuz5vWvY2lePzjkfuzRTHv -2-0-0 1-11-11 2-2-7 2.0.0 1-11-11 12-12 Scale: V=1' C T OF FREE END TIRED. 116 NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in al; areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard oQ�'pFESSIO14" ONIO C-) C 76428 z Cr p * EXP. 1 31/2018 CIM. T9TFOFCA� April 12,2017 ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI -7473 rev. 1010312015 BEFORE USE. • 1-11-11 2-2-7 1-11-11 0-2-12 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 - Vert(LL) -0.00 G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT) -0.00 G >999 180 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IBC2015lrP12014 Matrix -MP Weight: 9 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-7 oc purlins. BOT CHORD 2X4 DF No. t&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=26110-5-8 (min. 0-1-8), D=20/Mechanical Max Horz B=711 (LC 8) Max Uplift B=-80(LC 8), D=-9(LC 5) Max Grav B=261(LC 1), D=42(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in al; areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard oQ�'pFESSIO14" ONIO C-) C 76428 z Cr p * EXP. 1 31/2018 CIM. T9TFOFCA� April 12,2017 ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI -7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty PLATES GRIP MT20 220/195 Weight: 12 Ib FT = 20% Rotheld g1�17 jl BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. A �Ply1 850255339 1701-012 SC5 Jack -Closed 1 1 Max Uplift C=-51 (LC 8), B=-78(LC 8), D=2(LC 8) Max Grav C=79(LC 1), B=284(LC 1), D=42(LC 3) ' Job Reference (optional) systems rtus Lumoer w. wtnoerson, ct, ,.. ,o ,,,.....o,...N, ,........- �,. .., , , oe,. . ID:ACfCBrAXXyg 1 ywOPCzkMfkzalM?-PigLH 1 oiGyuyZovrFzgpWuz5vWAY2lePzjkfuZRTHv " 2-0-0 • 1 2-2-7 311-11 2-M 2-2_7 1 9- 1 Scale = 1:17.1 C LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 • SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr . YES Code IBC2015/TPI2014 N DEFL. in (loc) I/deft Ud Vert(LL) -0.00 G >999 240 Vert(CT) -0.00 G >999 180 Horz(CT) -0.00 C nla n/a PLATES GRIP MT20 220/195 Weight: 12 Ib FT = 20% LUMBER- BRACING - g1�17 jl BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. A LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 • SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr . YES Code IBC2015/TPI2014 CSI. TC0.17 BC 0.03 WB ..0.00. Matrix -MP DEFL. in (loc) I/deft Ud Vert(LL) -0.00 G >999 240 Vert(CT) -0.00 G >999 180 Horz(CT) -0.00 C nla n/a PLATES GRIP MT20 220/195 Weight: 12 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-7 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - MiTek recommends that Stabilizers and required cross bracing _ be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) C=79/Mechanical, B=284/0-5-8 (min. 0-1-8), D=29/Mechanical :. Max Horz B=113(LC 8) Max Uplift C=-51 (LC 8), B=-78(LC 8), D=2(LC 8) Max Grav C=79(LC 1), B=284(LC 1), D=42(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. - 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B, D. 7) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard oQ\kOFESSIO&44 ONIO F i �_4, c) C 76428 z J C o EX 131/2018 H * sT CIV11. t 9rFOFCAUF April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mffek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p A �4e1.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MY9 1 Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVIPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - - Suite 109 Citrus Hei Ms CA 95610 Job Truss Truss Type Qty Ply Rotheld LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 850255340 1701.012 SCG Roof Special Girder 1 n L Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:49 2017 Page 1 I D:ACfC8rAXXygl ywOPCzkMfkzalM?-tuOjVNoK1 F0pByU1 pgM28WQ9DJIyHPZoedSHCKzRTHu 1-9-3 Ob -8 Scale = 1:10.8 '1-9-3 5.6-15 1-9-3 3-9-12 Plate Offsets (X Y)— [A:0-0-0,0-0-41,[6:2-1-12,0-0-4] fB:0-10-4,Edge] [C:5-3-7,0-10-0] [0:5-3-7,0-5-8] [E:1-7-7,0-5-8] LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.02 D -E >999 240 M18SHS 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(CT) -0.06 D -E >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.01 D n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 52 Ib FT = 20% LUMBER- BRACING- TOP CHORD 2X4 DF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, BOT CHORD 2X6 DF SS G except end verticals, and 2-0.0 oc purlins: B -C. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=1498/0-5-8 (min. 0-1-8), D=2529/Mechanical Max Horz A=30(LC 5) Max Uplift A=-236(LC 8), D=-405(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=3352/528 BOT CHORD A -E=-487/3004, E-1=461/2819, I -J=-461/2819, D -J=-461/2819 WEBS B -E=-296/2021, B -D=-2902/468 NOTES- (15) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B),.unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide OFESSION will fit between the bottom chord and any other members. Q� q(� 8) A plate rating reduction of 20% has been applied for the green lumber members. ��� ��ONIO h 2C 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) A=236, D=405. J v C 76428 7FZ 11) Following joints to be plated by qualified designer: Joint(s) A, C, D, E, not plated. p 12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIIrPI y EXP. 12/31/2018 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord: 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 Ib down and 35 Ib up at j CIVIL �P 2-2-1 on top chord, and 1191 Ib down and 189 Ib up at 1-9-4, 32 Ib down and 21 Ib up at 2-0-12, 1191 Ib down and 189 Ib up at OFCA 3-34, and 32 Ib down and 15 Ib up at 4-0-12, and 1200 Ib down and 181 Ib up at 5-5-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. April 12,2017 15) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. FIJI I LDL0t ")ve*8" parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply. �Rotheld R50255340 1701-012 SCG Roof Special Girder 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA Run: 8.100 s Feb 22 2017 Print: 8.100 s Feb 22 2017 MTek Industries, Inc. Wed Apr 12 09:59:49 2017 Page 2 I D:ACfC8rAXXyg 1 ywOPCzkMtkzalM?-tuOjVNoK1 FOpByU l pgM28 WQ9DJIyHPZoedSHCKzRTHu LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (ptf) Vert: A -B=-60, B -C=-60, A-0=20 Concentrated Loads (lb) Vert: 0=1200(B) E=1191(1`=-0, 131=1191) 1=-1191(B),J-9(1`) t a l ® WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the.overall�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing W 61Te C.k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the � V! fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVMI1 Quality Crtteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hell Ms CA 95610 Job Truss Truss Type Qty PlyRotheld 850255341 170N-012 Vol Valley 1 1 . Job Reference (optional) oy.wrns "us wmcer w, rinaerson, i.n rtun. rage I D:ACfC8rAXXyg1 ywOPCzkMfkzalM?-L5y5ijpyoZ8go62EMOtHhkzLeiAmOynxnp�, - sHCgkmzRTHt 2-9-0 29-0 Scale = 1:9.7 B 3x4 3x4 11 C t 1 _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -P Weight: 8 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, BOT CHORD 2X4 DF Stud/Std G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FFTek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=80/2-9-0 (min. 0-1-8), C=80/2-9-0 (min. 0-1-8) Max Horz A=41(LC 5) Max Uplift A=-12(LC 8), C=22(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. - 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�pFESSIpNgC ON10 y�'A�,c� co C 76428 z p EXP. 12/31/2018 ti {r i i TFOF April 12,2017 ®WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. ��' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Itll is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the g�ITe K• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 �Rotheld R50255342 1701-012 V02 Valley 1 1 BC 0.38 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr Job Reference (optional) Jystems VIUs Lumber uo, Ancerson, uA t Kun: b.luu s teD C1 ZU1I vmn: e.1uu s YeD LZ ZUl / MI I eK Inaustnes, Inc. Wed Apr 12 uwbwou ZUl / Pagel ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-L5y5ijpyoZ8go62EMOtHhkzJNi670ynxsHCgkmzRTHt 4-9-0 4-9-0 Scale = 1:14.6 B C 3x4 i 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.38 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -P Weight: 15 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, BOT CHORD 2X4 DF Stud/Std G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=160/4-9-0 (min. 0-1-8), C=160/4-9-0 (min. 0-1-8) Max Horz A=83(LC 5) Max Uplift A=23(LC 8), C=-44(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vuft=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will Td between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard ® WARNING - V ft design parematers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M 1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for statility and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 'Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.- OQRp1; ESSIONq� 0 N I O y F.yc C 76428 7FZ � o EXP. 12/31/2018 ti 1t i i OF MiTek' 7777 Greenback Lane April 12,2017 Job Truss Truss Type Qty Ply Rotheld r R50255343 1701-012 V03 Valley - 1' 1 Job Reference (optional) aymems nus'umoer w, Anaerson, - Kun: a.luu s reo zz Lul / YMI: o.luu a reo zz zv / ml I eK mausimes, Inc. Web Apr 12 utr:atr w Lul I Vage 1 ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-L5y5ijpyoZ8go62EMOtHhkzKCi9tOynxsHCgkmzRTHt 3-3-7 3-3-7 B 3x4 3x4 11 C Scale = 1:11.0 I , LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -P Weight: 10 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, BOT CHORD 2X4 DF Stud/Std G except end. verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=101/33-7 (min. 0-1-8),C=101/3-3-7 (min. 0-1-8) Max Horz A=53(LC 5) Max Uplift A=-15(LC 8), C=-28(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Qti,.D�ESS/O/Q' ON IO r° C 76428 z n � o 3112018H I OFC April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111-7479 rev. 10/03/2015 BEFORE USE. �* Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not B�• a truss system. Before use, the building designer must verify the applicability of design parameters anc property incorporate this design into the overall i•� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing {i Ri4�1.R' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MV C 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his, CA 95610 Job Truss Truss Type CSI. Ply (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL �Qty TC 0.17 �Rotheld 850255344 1701-012 VO4 Valley 1 1 BC ` 0.06 ' n/a 999 - BCLL 0.0 Rep Stress Incr Job Reference o tions/ aysrems rms �umuer w, wraerson, �n ny, royo I D:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-pH WUw3gbZtGXQFdQw5OWDxWUM6XNIP755xxOGDzRTHs 3x4 II C 3x4 E 2x4 11 D 3x4 II Scale = 1:21.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC ` 0.06 Vert(CT) n/a n/a 999 Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -P Weight: 25 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=82/7-0-7 (min. 0-1-8), D=105/7-0-7 (min. 0-1-8), E=315/7-0-7 (min. 0-1-8) Max Horz A=131(LC 5) Max Uplift D=23(LC 5), E=-106(LC 8) Max Grav A=91(LC 16), D=105(LC 1), E=315(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D except (jt=1b) E=106. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOADCASE(S) Standard Q�OFESS/O/Vq� C ., P�ON10 ll C 76428 z � o * � EXP 12/31/2018 rn April 12,2017 ,1 WARNING - Verily design parameters end READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE 11,111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �B- pat a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVB iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPI7 Quality Crtteria, DSB-89 and BCS' Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hell Ms, CA 95610 Job TrussTruss Type Qty Ply April 12,2017 LOADING (psf) - CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP �Rotheld 850255345 1701-012 r V05 Valley 1 1 Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES Job Reference (optional) systems Plus Lumber Go, Anderson, GA Kun: o.ruus re- mir rnm: o. ruu s reoa< cuu murex muuwros, um. v P' is cvu 1.9. . ID:ACfC8rAXXygi MOPCzkMlkzalM?-pH WLJw3gbZtGXQFdQw5OWDxVwy6WdPQ55xxOGDzRTHs 5-0-7 . 5-0-7 3x4 II C Stale = 1:15.8 E D CIV11. 9lFOF 3x4 2x4 II 3x4 II , I April 12,2017 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -P Weight: 17 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins, BOT CHORD 2X4 OF Stud/Std G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=51/5-0-7 (min. 0-1-8), D=75/5-0-7 (min. 0-1-8), E=215/5-0-7 (min. 0-1-8) Max Horz A=89(LC 5) Max Uplift D=-16(LC 5), E>72(1_C 8) Max Grav A=59(LC 16), D=75(LC 1), E=215(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. ' 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, E. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard ESS10&4 Q�p1 ONIO G' J C 76428 z o ^T CIV11. 9lFOF CAl April 12,2017 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall i•�■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPr1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 7777 Greenback Lane Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oily Ply Rotheld PLATES GRIP TCLL 20.0 • TC 0.05 Vert(LL) n/a n/a 999 R50255346 1701-012 - V06 Valley - 1 1 - Rep Stress Incr YES WB • 0.00 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Job Reference (optional) systema rens Lumber w, vncerson, GA RYm: O. I VY 5 r.Y LL .... ...m. Y. IYY . r.Y cc .... rvll l tlrt IIIYYiYIGS, IIIY. vvYo.�tl.�c cY I ID:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-HT4s7PrDJA002PCcUpvlm92hwWsoUsHEKbhxo4RTHr 3-0-7 3-0-7 Scale = 1:10.4 B C 3x4 i 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl ' L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB • 0.00 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix -P Weight: 9 Ib FT = 20% LUMBER. BRACING - TOP CHORD 2X4 DF No.18Btr.G TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, BOT CHORD • 2X4 DF Stud/Std G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=91/3-0-7 (min. 0-1-8), C=91/3-0-7 (min. 0-1-8) Max Horz A=47(LC 5) Max Uplift A=-13(LC 8), C=25(1_C 8) FORCES. (lb) -Max. Comp./Max. Ten. -. All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANS11TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�pFESSiONq� ONO F 2 P J6 C 76428 T. IX o EXP. 12/31/2018 * �9rFOF CALIF -April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE AIII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -�- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ��4®1.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCS, Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Chrus Heights. CA 95610 Job Truss Truss Type Oty Ply 3x4 -- 3x4 I �Rotheld R50255347 1701-012 V07 Valley 1 1 2-0-0 CSI. DEFL. in (loc) Udefl Ud Job Reference (optional) .y.renN .=rn�er _ I,— eo44 LU If I-— Q. ruus 1-—44[Vi I mn ex mcusme5, Inc. VVechpr r4 uro mil rages I D:ACfCBrAXXyg I ywOPCzkMfkzalM?-HT4s7PrDJA002PCcUpvlm92giWs4UsgEKbhxofzRTHr 5-0-7 5-0-7 3x4 I I s C Scale = 1:15.8 REACTIONS. (Ib/size) A=51/5-0-7 (min. 0-1-8), D=75/5-0-7 (min. 071-8), E=215/5-0-7 (min. 0-1-8) Max Horz A=89(LC 5) Max Uplift D=16(LC 5), E -72(1_C 8) Max Grav A=59(LC 16), D=75(LC 1), E=215(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, E. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. - LOAD CASE(S) Standard oQ�pFESSiO/v ONIO F'G o� '41 c2� v C 76428 z � o * EXP. 12/31/2018 TqT CIVIL FOFCAI April 12,2017 ® WARNING - Venf1. design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NI.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R A�4®A.• is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the MV 9 1 Ai fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 E D 3x4 2x4 II ' 3x4 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IBC2015lrP12014 Matrix -P Weight: 17 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. I&Btr G ,- TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins, BOT CHORD 2X4 DF Stud/Std G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 1D -D-0 oc bracing, OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=51/5-0-7 (min. 0-1-8), D=75/5-0-7 (min. 071-8), E=215/5-0-7 (min. 0-1-8) Max Horz A=89(LC 5) Max Uplift D=16(LC 5), E -72(1_C 8) Max Grav A=59(LC 16), D=75(LC 1), E=215(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, E. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. - LOAD CASE(S) Standard oQ�pFESSiO/v ONIO F'G o� '41 c2� v C 76428 z � o * EXP. 12/31/2018 TqT CIVIL FOFCAI April 12,2017 ® WARNING - Venf1. design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NI.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R A�4®A.• is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the MV 9 1 Ai fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply Rotheld 17111-012 V08 Valley 1 1 850255348 TCLL 20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a Job Reference (optional) bystems nus urmoer w, r person, cA t tan: o.1 uu s reD zz zu1 / i nnt: o.1uu s reD zz zu1 r Mi I ex mousmes, Inc. vveo Apr a ug:bs:ba zu1 r rage 1 ID:ACfC8rAXXyglywOPCzkMfkzalM?-IfdELkrr4UWFfZnp2WQ_IMbsgwC1 DJXNZFQUL5zRTHq 3-0-7 3-0-7 B 3x4 3x4 11 C Scale = 1:10.4 REACTIONS. (Ib/size) A=91/3-0-7 (min. 0-1-8), C=91/3-0-7 (min. 0-1-8) Max Horz A=47(LC 5) Max Uplift A=-13(LC 8), C=-25(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical [eft and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 7) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSIlrPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�pFESSIONq( O �ON10 F C-) C 76428 z I o EXP. 12/31/2018 ti it i w i OF CAl\F� April 12,2017 ® WARNING - VerKy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M 1.7473 rev. 101=015 BEFORE USE. ���• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, anc is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and papery incorporate this design into the overall p � 1, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV IiTe R• is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 1.99, _ - 1 . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015/rP12014 Matrix -P Weight: 9 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, BOT CHORD 2X4 DF Stud/Std G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=91/3-0-7 (min. 0-1-8), C=91/3-0-7 (min. 0-1-8) Max Horz A=47(LC 5) Max Uplift A=-13(LC 8), C=-25(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical [eft and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 7) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSIlrPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�pFESSIONq( O �ON10 F C-) C 76428 z I o EXP. 12/31/2018 ti it i w i OF CAl\F� April 12,2017 ® WARNING - VerKy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M 1.7473 rev. 101=015 BEFORE USE. ���• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, anc is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and papery incorporate this design into the overall p � 1, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV IiTe R• is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 1.99, _ - Job Truss Truss Type Qty Ply Rotheld Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 850255349 1704-012 V09 Valley - 1 1 WB 0.03 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -P Job Reference (optionaq Systems Plus Lumber (A, Anderson, GA nun: o.luu a reo zz [Vl w root dJUV s reo [[ [ul w —ex ex mousmes, mc. vvea hpr " ue:oa:os -f r rage , I D:ACfC8rAXXyg 1 ywOPCzkMfkzalM?-HdELkrT4U WFfZnp2WQ_IMbrcwCkDJ?NZFQUL5zRTHq .� 3-10-15 _ _ _ 7-9-14 3-10-15 3-10-15 Scale = 1:14.5 4x4 = ' B 3x4 D 2x4 II 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' I/defl L/d PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -P Weight: 22 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btf G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.t&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) ,A=135/7-9-14 (min. 0-1-8), C=135/7-9-14 (min. 0-1-8), D=257/7-9-14 (min. 0-1-8) Max Horz A=29(LC 8) Max Uplift A=-35(LC 8), C=-40(LC 9), D=-4(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C, D. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard ' oQ�pFESSIpNq� ON IO y G, P C 76428 * EXP. 1 31/2018 CIVIL T9TFOFCAL April 12,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not q• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members orty. Additional temporary and permanent bracing P R�Te I.' is always required for stability and to prevent MV 9 collapse with possible personal injury and property damage. For general guidance regarding the I R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI duality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Chrus Hei Ms CA 95 Job Truss Truss Type t . Oty TCLL 20.0 Plate Grip DOL 1.15 TC . 0:02 TCDL �Ply�Rotheld 850255350 170i-012 vt0 valley 1 1 YES WB 0.00 BCDL 10.0 Code IBC2015/TPI2014 Matrix -P Job Reference (optional) systems PIuS Lumber GO, Anderson, GA Hun: e.l uu s t•eD zz zui / rnnt: t1.1uu s Feb Z2 201 / mi I ek mcusmes, inc. VVed Apr 1 z u9:b9:b3 2uw Paget ID:ACfC8rAXXygl ywOPCzkMikzalM?-IfdELkrr4UWFfZnp2 WQ_IMbsGwBI DJXNZFQUL5zRTHq 1-10-15 . 3-9-14 1-10-15 1-10-15 3x4 = B 3x4 i 3-9-14 r 3914 Plate Offsets (X.YI— [B4O-2-O.Edoel LOADING (psf) SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip DOL 1.15 TC . 0:02 TCDL 10.0 Lumber DOL 1.15 BC 0.16 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IBC2015/TPI2014 Matrix -P LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF Stud/Std G 3x4 DEFL. in (loc) ' I/def! L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 220/195 Vert(CT) n/a n/a 999 Horz(CT) 0.00 C n/a n/a Scale = 1:7.4 Weight: 9 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=104/3-9-14 (min. 0-1-8), C=104/3-9-14 (min. 0-1-8) Max Horz A=11(LC 12) Max Uplift A=-15(LC 8), C=-15(LC 9) FORCES.' (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 0 oQ�OFESSIO/y44 (ONIO F C 76428 � o EXP. 12131!2018 H * ii OF April 12,2017 ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE 110I.7473 rev. 1010312015 BEFORE USE. ■ Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracingH VC A iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see `- ANSI1TP11 Duality Cftteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss TypeOry CSI. Ply Rotheld Plate Grip DOL 1.15 TC 0.12 TCDL 10.0 850255351 7701-012 . V11 Valley 1 1 YES WB 0.05 BCDL 10.0 Code IBC2015rTP12014 Matrix -P Job Reference (optional) ayslems rm wmoer i.o, —emon, Kun: D.luu s reo LL lul I Pnm: D.luu a reD LL 2U1 / MI I ex mDuslnes, Inc. Wed Apr 12 09:59:54 2017 Page 1 ID:ACfC$rAXXygl ywOPCzkMfkzalM?-EsBcY4sTroe6HjM?bDxDra8?LKZJym?XnvA2tXzRTHp 6-2-0 6-2-0 3x4 11 C E D 3x4 - 2x4 11 3x4 11' LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 TCDL 10.0 Lumber DOL 1.15 BC 0.05 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 BCDL 10.0 Code IBC2015rTP12014 Matrix -P LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1&Bir G WEBS 2X4 DF Stud/Std G OTHERS 2X4 DF Stud/Std G IDEFL. in (loc) I/def! Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 220/195 Vert(CT) n/a n/a 999 Horz(CT) -0.00 D n/a n/a Scale = 1:18.8 Weight: 22 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) A=69/6-2-0 (min. 0-1-8), D=92/6-2-0 (min. 0-1-8), E=271/6-2-0 (min. 0-1-8) Max Horz A=112(LC 5) Max Uplift D=20(1_C 5), E=-91(LC 8) Max Grav A=77(LC 16), D=92(LC 1), E=271(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. I% Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will rR between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, E. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�pFESS10Nq� ON IO h F•L co C 76428 z o * EXP. 1 31/2018 T9l CIVIL �a�P FOF CAL April 12,2017 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Nil -7473 rev. 10/03/1015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pq building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I V Ii E is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Ory DEFL. in (loc) I/dell L/d 1711-012 'r V12 Valley � ]Ply 7 1 lRotheld R50255352 n/a999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) ays— nus wmoar w, h uumon, 2-0-0 CSI. V Kun: D.1 Uu s reD LL ZU1 r Ynm: D.Iuu 5 PeD ZZ ZUl I MI1 eK IndUSMOS, IDC. vved Apr 12 U9:09:04 ZU1I Page 1 ID:ACfC8rAXXygl ywOPCzkMfkzalM?-EsBcY4sTroe6HjM?bDxDra8_DKYkymnXnvA2tXzRTHp 4-2-0 1 , - 4-2-0 - Scale = 1:13.2 B 3x4 C 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) n/a n/a999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) n/a n/a , 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 C n/a n/a BCDL' 10.0 Code IBC20151TP12014 Matrix -P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=136/4-2-0 (min. 0-1-8),C=136/4-2-0 (min. 0-1-8) ` Max Hori A=71(LC 5) Max Uplift A=20(1_C 8), C=-37(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, C. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component ' Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. �Qpf ESS/p/V C_0 PON 10 tiF F�,c C 76428 �Z PC of o * EXP. 1 31/2018 T9T CIVIL FOF r. A� ME MiTek' 7777 Greenback Lane Suite 109 April 12,2017 Job Truss Truss Type Qty Ply Rotheld 1701-012 " W1 � . 11:S,14 1.15 1 850255353 A >999 240 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) .._... _.. __ " ..._ �- .... ... ...... ... ....... . �.. «.... • . ,.,, , o� „�w�",oa, ����. vrou np� i e.va.oa:uu cu � r raga r ID:ACfC8rAXXyglywOPCzkMfkzalM?-i21 IQt5c5mzvb(B9xSSOngBYjvFhDOgOZvbP zRTHo 2.0-7 2-0-7 Scale = 1:9.5 B 6.00 12 NN_ qN - 'I A _W d dl r THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" OF UNIFORM LOAD AS SHOWN. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 A >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.00 A -B >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 3 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btf G TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. M?ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) A=52/0-3-8 (min. 0-1-8), B=52/0-3-8 (min. 0-1-8) Max Horz A=36(LC 8) Max Uplift A=-16(LC 8), B=-34(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom Chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, B. 6) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard oQti,,O> F_SSOV41 ON 10 . w � C 76428 Z �10 � o * EXP. 1 3112018 rn s1� CIVIL 9�FOF CAI. April 12,2017 ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 101032015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall -C •�YC7 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members orly. Additional temporary and permanent bracing i1�iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPII Quality Crtterla, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply - �Rotheld /250255354 1701-012 :a W2 Rafter .. 15 1 Job Reference o tional systems Plus Lumber co, Anderson, GA Ald Hun: a.Iuu s 1•eD 2Z Zul / PnnC b.luu s reD Z2 2u1 / M11 8 Inousines, Inc. wea Apr 12 u9:0V:Db 2011 Peg e 1 ID:ACfCBrAXXyglywOPCzkMfkzalM?-i21 IOt5c5mzvtxB9xSSOngBYjvFhDOgOZvbP zRTHo 2-0-7 2-07 Scale = 1:9.5 B 6.00 F12 _SyN A THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2--0" OF UNIFORM LOAD AS SHOWN. i 2.0-7 2-0 7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 A >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.00 A -B >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015rrPI2014 Matrix -MP Weight: 3 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. I&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=52/0-3-8 (min. 0-1-8), B=52/0-3-8 (min. 0-1-8) Max Horz A=36(LC 8) Max Uplift A=16(LC 8), B=34(1 -C 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will rR between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 5) Beveled plate or shim required to provide full bearing surface with truss Chord at joint(s) A, B. 6) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. - LOAD CASE(S) Standard ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE OWI -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. oQ,;�OFESS/ON 4 ONIC H F2c v C 76428 �z cr .0 C EXP.,;1/31/2018 r * o OF Not MiT®k' 7777 Greenback Lane April 12,2017 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/ ' Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure.to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. 0-11610 c1-2 c2-3 IN 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves I • _ 4 0 WEBS c� p may require bracing, or alternative Tor I bracing should be considered. U 3. Never exceed the design loading shown and never inadequately braced trusses. EL stack materials on 0- 00 0- 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7-8 C6-7 CS-6 designer, erection supervisor, property owner and plates 0- 'lid' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIlrPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUTPI 1. " Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber software.or upon request. shall not exceed 19% at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. . - The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to x to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. - 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specked. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. T Indicates location where bearings 16. Do not cut or atter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. _0 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with -,project engineer before use. = Industry Standards: ANSIITP11: National Design Specification for Metal - 19. Reviewportions 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. BCSI: Building Component Safety Information, e MA ffe 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 J05 J05 J05 J05 J05 sc� scl W, w2 3 +1 BUTTE COUNTY BUILDING DIVISION I APPROVED 1 ' O ' Q ) J , U r c/) LL z Q iii 0 No( O � S t�