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HomeMy WebLinkAboutB15-1830 047-250-209N STRUCTURAL CALCULATIONS Wadlow Residence 93 Talon Drive Chico, CA Balcony Framing J. V O No. 2377 z MIKE MENDON STRUCTURAL ENGINEER 432 Todd Court Chico, California 95973 530-891-8065 �024MIT # BUTTE BUTTE COUNTY DEVELOPMENT SERVICES COUNTY REVIEWED FOR JUL 2 9 2015 COD = C MPLIANC DEVELOP DATE 4=-5 17 1157 - BY SERVICES NT It �� cs- i 5F :5k �tl� a L- �2 TR:�� LIJ 2 �« 522 i.�5 S3Z�1 6q,Z L,.,, 6, C, k (I 'T, Ll o. nip De��i� I �'L /31(0 STRUCTURAL CALCULATIONS Wadlow Residence Chico, California Beam Calculation ill FES' ME$ -� No. 2.377 z EXP. MI -20 ZZ MIKE MENDON STRUCTURAL ENGINEER 432 Todd Court Chico, California 95973 530-891-8065 i N � i � 7 � � Z i 2"- S F -0-1Z l..-vAa S waves g.g3K 4,a�Z 25 k X . 45 5 _ z g X Z5 x �j x IS'S 384 x Z vvo x 5 t -n T a s = a /1a o Butte County Building Department = O 1R l PJ A O DEVEtOsMt�t Sl vviCES cl YYY VV JO] G California Green Building Standards Code Residential VOC Checklist S $ g g m VOC COMPLIANCE CERTIFICATION D W 4 7S VJ �� A ADHESIVE (NONE O) MANUFACTURER CALGreen LIMY' ACTUAL VOCs -4 C X01 i M gst m v SEALANT (NONE 0) MANUFACTURER CALGreen ACTUAL VOCs 6 tg pUJ w -40 r3 tlo v 4 V tom• Q S ARCHITECTURAL COATINGS (NONE O) MANUFACTURER CALGreen ACTUAL VOCs m to 9. 2 p c D n M . FORMALDEHYDE COMPLIANCE CERTIFICATION m n V 0 PRODUCT (NONE 0) MANUFACTURER CURRENT LIMIT ACTUAL �n v ^ z Hardwood plywood veneer core 0.05 oW c o Hardwood plywood composite core 0.08 c I o Particleboard 0.09 M rQ— m Medium density fiberboard 0.11 g E� Thin medium density fiberboard 1 0.21 to rn c p `� All Carpet installed in the building interior meets the testing and product requirements of the following (check one) p g 5 g O Carpet and Rug Institute's Green Label R A g O California Department of Public Health Standard Practice for the testing of VOCs ~ > o O NSF/ANS1140 at the Gold Level o a s} O Scientific Certifications Systems Indoor Advantage rw Gold °•3 O No carpet installed on this project ti .oi 41 t7 I certify that the information provided on this form is accurate and that the m8t8rIA15 USeO On tnl5 project ,. • • • • �� 8' comply with Section 4.504 (Residential) or 5.504 (Non -Residential) of the 2010 California Green Building o a p ie Standards Code. Y Print name Signature Date See other side of page for VOC limits Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroviile, CA 95965 (530) 538-7601 Telephone (630) 538-2144 Facsimile www.buttecounty.net/dds www.buttggkneralplan.net ADMINISTRATION * BUILDING * PLANNING MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DiSTURBING LESS THAN ONE ACRE The BMP's (Best Management. Practices) listed below must be in place during the rainy season (October 16 through April 16) and may be required at other times based on weather and site conditions throughout the'year. The BMP's listed -are minimum requirements and .additional BMP's could be required based on site conditions. • Stabilized entry., Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over construction grade. fabric: • All soils tracked onto -paved roadways must be cleaned .up on a daily basis. When streets are wet or during a rain event there shall be no tracking of soils onto the street. • Wattles installed properly behind curb or sidewalks. • Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site. • Internal filters placed inside each drain inlet. • Trash bars across the back of all drain inlets. • Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion blankets may, be used for this application) • Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may be used for this application) • All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks and storm drain inlets. • Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at least 50' from the nearest storm drain inlet • Ail trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint buckets, cleaning material containers etc. come in contact with any rainfall or sbrm water runoff. • Provide a designated area for concrete. washout. Hay bales lined with visqueer, maybe used for this application. Rollaway bins may also be used. All'concrete washout systems shall be placed off of the paved streets. • After Installation of the above items is complete a maintenance program needs to be developed to insure the continued effectiveness of your BMP's. CADocuments and Settings\CLJohnson\DesktoplErosion & Sediment Control Measures.doc Mike Mendon Structural Engineer 432 Todd Court Chico, CA 95973 Dear Sirs, I have reviewed the attached roof truss calculations by Systems Plus Lumber Co., job number 15JO&OW.for the Wadlow residence in Chico, Ca. for. theloading criteria and find it meets the design requirements for the residence. If there are any questions, please contact my office. Sincerely Michael Mendon Structural Engineer 1S 1 V�rr BUTTE COUNTY JUL 2 9 2015 DEVELOPMENT SERVICES BUTTE COUNT`' BUILDING DIVISION APPROVED r. -le, C��/ CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Mike Wadlow Addition Calculation Date/Time: 12:15, Mon, Jun 22, 2015 Calculation Description: Title 24 Analysis Input File Name: 15076eaa Wadlow Wetmorel.xml CF1 R -PRF -01 Page 1 of 11 GENERAL INFORMATION 01 Project Name Mike Wadlow Addition 02 Calculation Description Title 24 Analysis 03 This building incorporates oneor more Special Features shown below FV 03 Project Location 93 Talon Drive 04 City Chico 05 Standards Version Compliance 2015 06 Zip Code 95973 07 Compliance Manager Version BEMCmpMgr 2013-3c (710) 00 Clhndle Lucie CL 1 1 U9 Software Version EnergyPro 6.5 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 180 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (FT2) 2779.5 15 Number of Zones 3 16 Slab Area (FT2) 0 17 Number of Stories 2 18 Addition Cond. Floor Area 228 19 Natural Gas Available Yes 20 Addition Slab Area (FT2) 0 21 Glazing Percentage (%) 19.7% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates feature's that require field testing and/or verification by a'certified HERS r'ater'under the supervision of a CEC-approved HERS provider. 03 This building incorporates oneor more Special Features shown below FV =.% .... 4A ENERGY USE SUMMARY 04 05 06 07 08 Energy Use Standard (kTDV/ft2-yr) Design Proposed Design Compliance Margin Percent Improvement Space Heating 37.09 37.15 -0.06 -0.2% . Space Cooling 75.43 68.93 6.50 8.6% IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 12.35 12.35 0.00 0.0% Photovoltaic Offset ---- 0.00 0.00 --- Compliance Energy Total 124.87 118.43 6.44 5.2% PERMIT# BUTTE COUNT' OF VELOPMENT SERVICES COUNTY REVIEWED FOR JUL 2 9 2015 CODE c� MPLIA�ICE �aP ExT Registration Number: 215-Ao162741B-000000000-0000 Registration Date/�flf}t�`� 2015=07=0 -1258:18—BY HER5 Provider: DE R.GISP inc. $ V CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04012015-710 Report Generated at: 2015-06-22 12:17:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Mike Wadlow Addition Calculation Description: Title 24 Analysis Calculation Date/Time: 12:15, Mon, Jun 22, 2015 Input File Name: 15076eaa Wadlow Wetmore1.xml REQUIRED SPECIAL FEATURES ' The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Cathedral Ceiling • Window overhangs and/or fins HERS FEATURE SUMMARY CFI R -PRF -01 Page 2 of 11 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 enerqy performance for this computer analvsis. Additinnal datail is PF6Vlded Ih the biiildlhg components tables below. Building -level Verifications: • --None -- Cooling System Verifications: • Minimum Airflow • Verified EER • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: • --None -- ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy,use components included in the performance compliance app�oacli for the -Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components n ,'egulated'by Title 24, Part 6 (such as domestic, appliances and consumer�electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. "tea`:, -= `� ::• •- �- -- s _ -`/ f% i. U ti=� 0 02 \Reference',Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2-yr)" 169.58 163.14 6.44 3.8% ' includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Mike Wadlow Addition 2779.5 1 9 3 0 1 Registration Number: 215-A0162741B-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-07-01 12:58:18 Report Version - CF1R-04012015-710 BUTTE COG BUILDING DIV"-'- APPR0h�. HERS Provider: CaICERTS inc. Report Generated at: 2015-06-22 12:17:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Mike Wadlow Addition Calculation Date/Time: 12:15, Mon, Jun 22, 2015 Calculation Description: Title 24 Analysis Input File Name: 15076eaa Wadlow Wetmorel.xml CF1 R -PRF -01 Page 3of11 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 1st Floor Exsisting Zone Conditioned 80 AFUE / 14 SEER / 13 EE1 1389.5 8.5 DHW Sys 1 2nd Floorr Existing Zone Conditioned 80 AFUE / 14 SEER / 13 EE1 1162 8.5 DHW Sys 1 7nrl Flnnr Alwai 7nn2 r nnriitinnort Aq GFUF / 14 SEER / 13 F.fi1 311 8.5 DHW Gy6 1 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Status Verified Existing Condition FW1/E 1st Floor Exsisting Zone R-0 Wall 180 Front 340 84 90 Existing No LW1/E 1st Floor Exsisting Zone R-0 Wall 270 Left 340 119 90 Existing No LW1/A 1st Floor Exsisting Zone R-19 Wall 270 Left 72 90 Altered N/A BW1/E 1st Floor Exsisting Zone R-0 Wall 0 Back 300 40.02 90 Existing No BW1/A 1st Floor Exsisting Zone TR -19 Wall — 0 1 4Ba6k ,'1,11 35 90 Altered N/A RW1/E 1st Floor Exsisting Zone R-0 Wall .� 90L I Right } 412 54 90 Existing No Raised Floor 1st Floor Exsisting Zone `R-O'Floor Crawlspace `1389.5 ' Existing No FW2/A 2nd Floorr Existing Zones 1-1 R'19 Wall a 180 Front +,.J 268 �"i 45 90 Altered N/A LW2/A 2nd Floorr Existing Zone R-19 Wall 270 Left 360 69 90 Altered N/A BW2/A 2nd Floorr Existing Zone R-19 Wall 0 Back 35.1 35 90 Altered N/A RW2/A 2nd Floorr Existing Zone R-19 Wall 90 Right 360 39 90 Altered N/A Roof/A 2 2nd Floorr Existing Zone R-30 Roof Attic 1160 Altered N/A LW2/N 2nd Floor New Zone R-19 Wall 270 Left 77 18 90 New N/A BW2/N 2nd Floor New Zone R-19 Wall 0 Back 241 28.01 90 New N/A RW2/N 2nd Floor New Zone R-19 Wall 90 Right 77 90 New N/A Roof/N 2nd Floor New Zone R-30 Roof Attic 228 New N/A Registration Number: 215-A016274IB-000000000.0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-07-01 12:58:18 Report Version - CFIR-04012015-710 BUTTE CO-., BUILDING Di'- PPRO e HERS Provider: CaICERTS inc. Report Generated at: 2015-06-22 12:17:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Mike Wadlow Addition Calculation Date/Time: 12:15, Mon, Jun 22, 2015 Calculation Description: Title 24 Analysis Input File Name: 15076eaa Wadlow Wetmore1.xml CF1 R -PRF -01 Page 4 of 11 OPAQUE SURFACES — Cathedral Ceilings 01 02 03' 04 05 06 06 07 08 09 10 11 12 13 Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Statu s Verified Existing Condition Attic 2nd Floorr Existing Zone Attic Roof2nd Floorr Existing Zone Ventilated Roof 0.1 Framin Yes Verified Existi ng No Attic 2nd Floor New Zone Orientatio Area Skylight Roof Rise Roof Roof Reflectan Roof g Statu Existing Name Zone Type n (ft') Area (ft2) (x in 12) Pitch Tilt(deg) ce Emittance Factor s Condifion Roof/A 2nd Floorr Existing R-30 Roof Attic1 Front 2.1 1 0 0 0 0.1 0.85 0.07 Altdere N/A Zone ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Statu s Verified Existing Condition Attic 2nd Floorr Existing Zone Attic Roof2nd Floorr Existing Zone Ventilated 0 0.1 0.85 Yes No Existi ng No Attic 2nd Floor New Zone Attic Roof2nd Floor New Zone Ventilated 1 0 1 0.1 0.85 Yes No New No H _RS Q:- �1. LJ 3 ,F 0 V I D E R BUTTE CO'-'"� BUILDING DIVIS4i APPROVE Registration Number: 215-A0162741B-000000000-0000 Registration Date/Time: 2015-07-01 12:58:18 HERS Provider: CaiCERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04012015-710 Report Generated at: 2015-06-22 12:17:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Mike Wadlow Addition Calculation Date/Time: 12:15, Mon, Jun 22, 2015 Calculationscription: Title 24 Analysis Input File Name: 15076eaa Wadlow Wetmore1.xml CF1 R -PRF -01 Page 5 of 11 WINDOWS 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Width(ft) Height (ft) Multiplie r Area (ft2) U -factor SHGC Exterior Shading Status Verified Existing Condition FG1/A - 3060 O FW1/E (Front -180) 3.0 6.0 1 18.0 0.32 0.25 Insect Screen (default) Altered N/A FG2/A - 3060 0 FW1/E (Front -180) 3.0 6.0 1 18.0 0.53 0.67 Insect Screen (default) Altered N/A FG3/A - 21.050 O FW1/E (Front -180) --- ---- 1 14.0 0.32 0.25 Insect Screen (default) Altered N/A FG4/A - 21050 O FW1/E (Front -180) --- ---- 1 14.0 0.32 0.25 Insect Screen (default) Altered N/A LG1/A - 3060 O LW1/E (Left -270) 3.0 5.0 1.2 18.0 0.32 0.25 Insect Screen (default) Altered N/A LG2/A - 21050 0 LW1/E (Left -270) --- ---- 1 14.0 0.32 0.25 Insect Screen (default) Altered N/A LG3/A - 21050 0 LW1/E (Left -270) ---- ---- 1 14.0 0.32 0.25 Insect Screen (default) Altered N/A LG4/A - 21050 0 LW1/E (Left -270) - 1 14.0 0.32 0.25 Insect Screen (default) Altered N/A LG5/A - 21050 O LW1/E (Left -270) - 1 14.0 0.32 0.25 Insect Screen (default) Altered N/A LG6/A - 21050 O LW1/E (Left -270) ---- ---- 1 14.0 0.32 0.25 Insect Screen (default) Altered N/A LG7/A - 21050 0 LW1/E (Left -270) - ---- 1 14.0 10.32 0.25 Insect Screen (default) Altered N/A LG8/A - 4043 O LW1/E (Left -270) If "� 1 ' 017.0 10.32,, 0.25 Insect Screen (default) Altered N/A BG1/A - 3068 FR BW1/E (Ba6k-0) f�:5 3.0} k� jf5'7 1 26..0 A.67 Insect Screen (default) Altered N/A BG2/A - 5068 FR BW1/E`(Ba6k=0) " 5.0+ -6.7r "" _'0.6- -20.0;/ -35.0 '0.53 _ ' 0'67' Insect Screen (default) Altered N/A BG3/A - 5070 FIR BW1/A (Back -O) i i 05.07" 3 7.0 r- i"L 1 A%. t L0 53 0.67 Insect Screen (default) Altered N/A RG1/A - 3060 0 RW1/E (Right -90) ---- ---- 1 18.0 1 0.32 0.25 Insect Screen (default) Altered N/A RG2/A - 3030 O RW1/E (Right -90) - 1 9.0 0.32 0.25 Insect Screen (default) Altered N/A RG3/A - 3030 0 RW1/E (Right -90) ---- 1 9.0 0.32 0.25 Insect Screen (default) Altered N/A RG4/A - 3060 0 RW1/E (Right -90) - 1 18.0 0.32 0.25 Insect Screen (default) Altered N/A FG5/A - 3050 O FW2/A (Front -180) - 1 15.0 0.32 0.25 Insect Screen (default) Altered N/A FG6/A - 3050 0 FW2/A (Front -180) ---- ---- 1 15.0 10.32 0.25 Insect Screen (default) Altered N/A FG7/A - 3050 0 FW2/A (Front -180) ---- ---- 1 15.0 0.32 0.25 Insect Screen (default) Altered N/A LG9/A - 3050 O LW2/A (Left -270) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) Altered N/A LG10/A - 3060 O LW2/A (Left -270) 3.0 6.0 1 18.0 0.32 0.25 Insect Screen (default) Altered N/A LG11/A - 3060 0 LW2/A (Left -270) 3.0 6.0 1 18.0 0.32 0.25 Insect Screen (default) Altered N/A LG12/A - 3060 0 LW2/A (Left -270) 3.0 6.0 1 18.0 0.32 0.25 Insect Screen (default) Altered N/A BG3/A - 5070 FR 2 BW2/A (Back -0) 5.0 7.0 1 35.0 0.53 0.67 Insect Screen (default) Altered N/A RG5/A - 2040 O RW2/A (Right -90) 2.0 4.0 1 8.0 0.32 0.25 Insect Screen (default) Altered N/A RG6/A - 2040 O RW2/A (Right -90) 2.0 4.0 1 8.0 0.32 ]-1025^ (Insect;Screen (default) Altered N/A Registration Number: 215-A0162741B-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-07-01 128"18 ILDING L.: F HERS�Pr&ider: CaICERTS inc. Report Version - CF1R-04012015-710 Report Generated at: 2015-06-22 12:17:41 APPROVLL CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Mike Wadlow Addition Calculation Date/Time: 12:15, Mon, Jun 22, 2015 Calculation Description: Title 24 Analysis Input File Name: 15076eaa Wadlow Wetmore1.xml CF1 R -PRF -01 Page 6 of 11 RG7/A - 4020 O RW2/A (Right -90) 4.0 2.0 1 8.0 0.32 0.25 Insect Screen (default) Altered N/A RG8/A - 3050 O RW2/A (Right -90) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) Altered N/A Skylight 1 Roof/A (Front -180) ---- ---- 1 1.0 1.47 0.76 None New N/A Skylight 2 Roof/A (Front -180) ---- ---- 1 1.0 1.47 0.76 None New N/A LG12/N - 3060 O LW2/N (Left -270) 3.0 6.0 1 18.0 0.32 0.25 Insect Screen (default) New N/A BG4/N - 5068 FR BW2/N (Back -0) 5.0 6.7 0.6 20.0 0.53 0.67 Insect Screen (default) New N/A 003/I4 - 4020 O DWZ/N (Desk -0) 4.0 2.0 1 0.0 0.02 0.25 luaett OLIMA i (Llefeult) Nun NIA DOORS 01 02 03 04 05 06 Name Side of Building Area (ft2) U -factor Status Verified Existing Condition FD1/E 3068 Door FW1/E 20.0 0.50 Existing No BUTTE CO BUILDING DIVI" AP R,0'.o Registration Number: 215-A0162741B-000000000-0000 Registration Date/Time: 2015-07-01 12:58:18 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04012015-710 Report Generated at: 2015-06-22 12:17:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Mike Wadlow Addition Calculation Date/Time: 12:15, Mon, Jun 22, 2015 Calculation Description: Title 24 Analysis Input File Name: 15076eaa Wadlow Wetmorel.xml CF1 R -PRF -01 Page 7 of 11 OVERHANGS AND FINS 01 02 03 04 1 05 06 07 08 09 10 11 1 12 1 13 1 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 FG 1 /A - 3060 O 8 0 22.11 4.9 0 0 0 0 0 0 0 0 0 FG2/A - 3060 O LG1/A - 3060 0 8 0 0 0 4.95 0 21.7 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 BG1/A - 3068 FR 11.5 1.4 3.35 20.12 0 0 0 0 0 0 0 0 0 BG2/A - 5068 FR 0 0 0 0 0 0 0 0 0 0 0 0 0 BG3/A - 5070 FR 11.5 1.4 14.93 7 0 0 0 0 0 0 0 0 0 LG9/A - 3050 0 1.3 0 20.25 0 0 0 0 0 0 0 0 0 0 LG10/A - 3060 O 1.3 0 5.33 0 0 0 0 0 0 0 0 0 0 LG11/A - 3060 0 1.3 0 12.36 5.24 0 0 0 0 0 0 0 0 0 LG 12/A - 3060 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BG3/A - 5070 FR 2 11.5 1.4 ✓ 14,93 f' 7�.-- .� 0 ,4 __0 r 0, 0 0 0 0 0 0 RGS/A - 2040 O 1.3 1 10.57 -0 ;_ 1; „. 00 �' j` 0 0 0 0 0 0 RG6/A - 2040 0 1.3 � �,"'1 \ �2-t T7 � '16-1 0: 1 0", ,. 0' � _ 110 � „ 0 0 0 0 0 RG7/A-40200 1.3 1 ,116.15-- .-7.85- 0 �-0 1 "• 0 0.� 0 0 0 1 0 0 RG8/A - 3050 0 1.3 1' 4.65`- ` 20.17" 0 0 0- 0- 0 0 0 0 0 LG12/N - 3060 O 1.3 0 1.45 16.19 0 0 0 0 0 0 0 0 0 BG4/N - 5068 FR 11.5 1.4 14.74 0 0 0 0 0 0 0 0 0 0 BG5/N - 4020 0 11.5 1.4 1.89 20.96 0 0 0 0 1 0 0 0 0 0 BUTTE COUNT"' BUILDING DIVISIOr APPROVED Registration Number: 215-AO162741B-000000000-0000 Registration Date/Time: 2015-07-01 12:58:18 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04012015-710 Report Generated at: 2015-06-22 12:17:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Mike Wadlow Addition Calculation Date/Time: 12:15, Mon, Jun 22, 2015 Calculation Description: Title 24 Analysis Input File Name: 15076eaa Wadlow Wetmore1.xml CFI R -PRF -01 Page 8 of 11 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Total Cavity Winter Design Solar Fraction N Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers Annual Existing No • Inside Finish: Gypsum Board • Cavity/ Frame: no insul. / 2x4 • Exterior Finish: Wggd R -fl Wall Fvtcrior Wallc Wood Fromod Wall 2A4 @ 10 hi. O.G. 110116 0.302 Siding/sheathing/decking • Inside Finish: Gypsum Board • Cavity/Frame: R -19/2x6 • Exterior Finish: Wood R-19 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 0.069 Siding/sheathing/decking • Floor Surface: Carpeted Floors Over Floor Deck: Wood Siding/sheathing/decking R-0 Floor Crawlspace Crawlspace Wood Framed Floor 2x12 @ 16 in. O.C. none 0.216 Cavity/Frame: no insul. /2x12 • Cavity/ Frame: no insul. / 2x4 Top Chrd Attic Roof2nd Floorr Existing 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Zone Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board R-30 Roof Attic Ceilings (below- Wood Framed '! Cavity/Frame: R-9.1 /2x4 attic) Ceiling - 2x4 @ 24 in, O.C. R 30 W 10.032 Over Floor Joists: R-20.9 insul. Inside Finish: Gypsum Board �6d Cavity / Frame: R-30 / 2x4 Ceiling rRoof Deck: Wood Siding/sheathing/decking R-30 Roof Attic1 Cathedral Ceilings Framed -2x4 @ 24 in. O.C. R 30 0.042 Roofing: Light Roof (Asphalt Shingle) • Floor Surface: Carpeted • Floor Deck: Wood Siding/sheathing/decking • Cavity/Frame: no insul. /2x12 R-0 Floor No Crawlspace Interior Floors Wood Framed Floor 2x12 @ 16 in. O.C. none 0.196 Ceiling Below Finish: Gypsum Board • Cavity/ Frame: no insul. / 2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Attic Roof2nd Floor New Zone Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction N Status Verified Existing Condition DHW Sys 1 DHW Standard DHW Heater 1 ID t 1-r.-rl71 n r Annual Existing No W %w . Yy i.r "%_ BUILDING Divi,- Registration ivi; Registration Number: 215-A01627418-000000000-0000 Registration Date/Time: 2015-07-01 12:5 A HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04012015-710 Report Generated at: 2015-06-22 12:17:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Mike Wadlow Addition Calculation Date/Time: 12:15, Mon, Jun 22, 2015 Calculation Description: Title 24 Analysis Input File Name: 15076eaa Wadlow Wetmore1.xml CF1 R -PRF -01 Page 9 of 11 WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Natural Gas Small Storage 50 0.525 EF 40000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation with Manual Control Recirculation with Sensor Control DHW Sys 1 n/a n/a n/a n/a n/a n/a SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Multi -speed Heating System Cooling System System Type EER SEER Zonally Controlled Compressor HERS Verification Cooling Component 1 SplitAirCond - Split air conditioning 13 14 Distribution Fan Floor Area Verified Existing Name System Type Name Ducted Name Ducted System System Served Status Condition 80 AFUE / 14 Other Heating and Heating !/l Yes �� Cooling Air Distribution `'System HVAC Fan 2779.5 New No SEER / 13 EE1 Cooling System Component 1 ) r !r - Component 1" " :Yes 1 I ( i1 (( HVAC -HEATING SYSTEMS -, �-i V 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 80 AFUE HVAC - COOLING SYSTEMS 01 02 03 04 05 06 07 Efficiency Multi -speed Name System Type EER SEER Zonally Controlled Compressor HERS Verification Cooling Component 1 SplitAirCond - Split air conditioning 13 14 No No Cooling Component system 1 -hers -cool BUTTE COUP!~ BUILDING DIVIS ]' APPI �1 _ Registration Number: 215-A0162741B-000000000-0000 Registration Date/Time: 2015-07-01 12:58:18 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04012015-710 Report Generated at: 2015-06-22 12:17:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Mike Wadlow Addition Calculation Date/Time: 12:15, Mon, Jun 22, 2015 Calculation Description: Title 24 Analysis Input File Name: 15076eaa Wadlow Wetmorel.xml CF1 R -PRF -01 Page 10 of 11 HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1 -hers -cool Required 350 Required Not Required Not Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 Air Distribution System 1 -hers -dist Required. i 6.0 Insulation Supply Duct Return Duct Verified Existing HERS Name Type Duct Leakage R -value Location Location Bypass Duct Status Condition Verification Air Distribution Air Distribution System 1 Ducts located in attic Sealed and tested 8.0 Attic Attic None Altered No System 1 -hers -dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 Name Duct Leakage Verification s" Duct Leakage Target (6dp Verified Duct Location _. d r . Verified Duct Design Return Supply Air Distribution System 1 -hers -dist Required. i 6.0 HVAC - FAN SYSTEMS & HERS VERIFICATION H }ki - F P IR n V 1 4-7) r- IR 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 Required IAQ (Indoor Air Quality) FANS 01 02 03 04 05 Name IAQ CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 0 Default 0 Not Required BUTTE COUNTY BUILDING DIVISION APPROVED Registration Number: 215-A01627416-000000000-0000 Registration Date/Time: 2015-07-01 12:58:18 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04012015-710 Report Generated at: 2015-06-22 12:17:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Mike Wadlow Addition Calculation Description: Title 24 Analysis Calculation Date/Time: 12:15, Mon, Jun 22, 2015 Input File Name: 15076eaa Wadlow Wetmore1.xml » CF1 R -PRF -01 Page 11 of 11 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Mervyn Martin fZLvu �J� Flt` Company: Signature Date: Mery Martin 2015-06-22 12:28:33 Addrear ULAIHERS UiBFtification Identification (It applicable): 6356 Oak Way City/State/Zip: Phone: Paradise, CA 95969 530-513-1508 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to.the enforcement agency,for approval with.this building permit application. Responsible Designer g Name: �+ Responsible Designer Signature' _ Pi*a Iry 11 ) (r^ _ Mike Wadlow , 17 Company: � # E S P Home Owner Installer '� Dar Signed* .� l �»� E R - 2015-07-01 12:58:18 Address: License: 93 Talon Dr. NA City/State/Zip: Phone: Chico, CA 95973 530 518 0057 BUTTE COUNT BUILDING DIV1,SI0,`, APPROVED Digitally signed by Ca10ERTS. 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: 215-A0162741B-000000000-0000 Registration Date/Time: 2015-07-01 12:58:18 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-04012015-710 Report Generated at: 2015-06-22 12:17:41 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`x' 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. * Systems 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/R8C.2.10roof/R502.1 Ifloor) TRUSS ENGINEERING LAYOUT YES ❑■ NO ❑ Standard Truss Detail Title Detail # = Included Gable End 85 Wind B I Gable End 1 10 Wind B I A Gable End 1 10 Wind C 1B Hat Truss over 6/12 2 Hat Truss under 6/12 213 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 I 1 ✓ Purlin Gable 12 BCSI at www.skindustry.com BCSI-BI Summiry Sheet at www.sbcindustr .com Plus Job Number 1506-004 Date 06/25/2015 Customer Wadlow Project Res. Location Chico, CA Revision (RF)F MIT # 5s' BUT F Dtvtt rro tN 1 S-EHVICES Or-1/1PIA/Pn POR Y Y Yr HY' Y Y. CODE dOl 150ANCE BY `-1 PRIOR TO ERECTING TRUSSES, READ TRUSS DATA SHEET AND NOTE BCSI-131 SUMMARY SHEET GUIDE FOR HANDLING, INSTALLING NOTE AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES 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 DRAWIN3. 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 BRACIFG OF METAL PLATE CONNECTED WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-B I 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 ERAWING. -POSITION PLATES SYMMETRICALLY AT JOINTS, UNLESS OTHER DIMENSIONS ARE SrECIFIED. 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 (M11/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. BUTTE COUNT`' BUILDING DIVISION APPROVED DROP TOP CHORD TRUSS MII/SAC - 14 WITHOUT CONT. BEARING 3/31/2004 PAGE 1 4x6 TRUSS CRITERIA: LOADING: 16-14-0-10 (PSF) / 30-15-0-10 (PSF) DURATION FACTOR: 1.25 / 1.15 SPACING: 24" O.C. TOP CHORD PITCH-- 3-8/12 LENGTH OF O.H & 12" MIN PAST THE SCARF 1 1/2-X31/2" NOTCH @ 24" O.C. ALONG ADDED 2X UMBER 4x4-- TOP x4= TOP CHORD" TIE PLATES (TYP.) /BOTTOM CHORD BOTTOM CHORD PITCH- 0-4/12 NOTE: (1). REF. TO INDIVIDUAL TRUSS DESIGN FOR LUMBER AND JT. PLATING INFO. (2). TIE PLATES FOR TOP CHORDS (M20) 2X4 @ 24" O.C. FOR 2X4 LUMBER 3X6 @ 24" O.C. FOR 2X6 LUMBER ® sVARMNO - Verify design perameterx end READ NOTES ON THIS AND INCLUDEDAUT _K REFERENCE PAGE AM -7473 BEFORE USE. Design valid for use only vvilh Mitek connectors. This design is based Only upon parameters shown. and Is for on individual building component. App5cobilily of design poromenters and proper incorporation at component Is responsibilily of building designer - not truss designer. Bracing shown B far lateral support d individual web members only. Addillonal temporary bracing to insure slabl6ly during consinscllon m the ra ponsibllrly o: the enector. Addlllanol permanent bracing oI the ovemli darc:lure Is the responsibilly of the building designer. For general guidance regarding labricalion, qua6ly conhol, storage, delivery, erecliion and bracing, consul) ANSI/TPII Qualify Criteria, DS8•89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D•Orofrlo Drive, Madison. WI 53719. MITek Industries, Inc. Western Division BUTTE COUNTY IUILDING DIVISION APPROVED IONi NO. C76428 EXP. 12-31-16 �?y CNiL .Fc MAY 14 2015 7777 Greenback lane Suite 109 Cilrus Ffelg,,.. CA, 9561 MITek® -T MARCH 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE aaaa 0 00 O o0 a MiTek USA, Inc. J MiTek USA, Inc. Page 1 of 1 BRACE MAXIMUM TRUSS WEB FORCE (Ibs.)(See note 7) BAYSIZE 24"O.C. 48"O.C. 72" O.C. BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL A B C D A B C D C D o'- 1610 1886 1886 2829 - 3143 3143 4715 ' 12'-0" 1342 1572 1572 2358 4715 7074 14'-0" 11 50 4 1 3 7 1347 2021 =s - - F 't`` 2 356 2358 16'-0" 1006 1179 1179 1768 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE 3536 1866 1886 2829 3143 4715 18'-0" 8941048 1048 1572 20'-0" 805 943 943 1414 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRACING CF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. D / size snail oe measured In between the centers of pairs of diagonals. TYPE BRACING MATERIALSGENERAL NOTES 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL I X 4 IND. 45 SYP 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2%OF THE WEB FORCE. A -OR- 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER, AS THE LATERAL BRACE 1 .X 4 #2 SRB (OF, HF, SPF) MATERIAL, AND SHALL BE INSTALLED W SUCH A MANNER THAT R INTERSECTS WEB MEMBERS AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d 10.131-x2.5') FOR 1x4 BRACES, 2-10d (0.131'x 3') FOR 2x3 and 2x4 BRACES, AND 3.10d (0.131'q') FOR 2x5 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d (0.131'X2.5') NAILS FOR 10 LATERAL BRACES, B 2 X 3 #3, STD, CONST (SPF, OF, HF, OR SYP) 2-10d (0.131')0') NAILS FOR 2x3 and 2x4 LATERAL BRACES, AND 3.1Dd (0.131-x3') FOR 2x6 LATERAL BRACES. 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT C 2 X 4 #3, STD, CONST (SPF, DF, HF, OR SYP) OSS -89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD-RUSSES AND BCSI I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRACING CF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. D —Sbanduslry.wrn and—tpinsl.org 2 X 6 #3 OR BETTER (SPF, OF, HF, OR SYP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORE. 8, TABULATED VALUES ARE BASED ON A DOL - 1.15 run J 1 HOILiLCHO: FOR A SPACING OF 24' O.C. ONLY, MITEK'STABILIZER' TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A, B. C AND D BRACING MATERIAL. DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING. SEE -STABILIZER- TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATION. This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability of the overall roof system. The method shown here is just one method that can be used to provide stability against web buckling. CONTINUOUS LATERAL RESTRAINT 2-10d NAILS (SEE NOTE 4) BUTTE Cts U tu.f Y BUILDING DINOSIO'L APPRO y V� LU CO * E P. sTgTFOF ROOF TRUSS LAYOUT SCALE:NTS Pws Lumum BUTTE COUN BUILDING Divi,,,. fq El 0 MiTek' Re: 1506-004 Wadlow Remodel MiTek USA, Inc. 777; Greenback Lane Suite 109 CltrLs Heights, CA, 95610 Tele)hone 916/676-1900 Fax 316/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Systems Plus Lumber. Pages or sheets covered by this seal: R44781444 thru R44781450 My license renewal date for the state of California is December 31, 2016. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. BUTTE COUNTY BUILDING DIVISION APPROVED OQR0FESS/0N9 pT N 10 CO ,L U 76428 z m 0 X EXP. 12131/2016 ti s� �q June 24,2015 Hernandez, Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. b • •7126ANDERSON - Truss Truss Type City Ply wadlow Remooel8447818-004 P A01 GABLE 1 1 Y n/r 120 MT20 220/195 SYSTEMS PI IIS 1 IIMRFR rn ANDERSON C 1.15 SC 0.04 Vert(TL) -0.01 Job ReLerence o ti mal _ gII -lzu s Mar zi 2u15 M1 Tek,naustries, Inc. Wed Jun 24 11:20:39 2015 Page 1 ID:JhZesj9KoxiZLl2TugNp2Fz9 WYc-YF+.43A3fH5tzpXODMEsyeonslONfiv52eyElOLSz33A6 -1Fi-0 14-11-8 29.11-0 1-S•0 7-6-0 14-11-8 14-11-8 1.6-0 3x5 11 3x4 i 3x4 AU AT AS AR AQ AP AO AN AM AL AA AJ At AH AG AF AE AD AC AB AA Z 3x4 = I< 0 Scale = 1:71.8 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 0.10 Vert(LL) -0.01 Y n/r 120 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 SC 0.04 Vert(TL) -0.01 Y n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(rL) 0.00 X n/a n/a BCDL 10.0 Code IBC2012frP12007 (Matrix) Weight: 246 lb 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.t&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G JOINTS 1 Brace at Jt(s): AV OTHERS 2x4 DF Stud/Std G iTek recommends that Sabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer rbe al 'on e REACTIONS. All bearings 29-11-0. (lb) - Max Horz 8=159(LC 11) Max Uplift All uplift 100 Ib or less ai joint(s) B, AA, AB, AC, AD, AE, AF, AT, AS, AR, AQ, AP, AO, X Max Grav All reactions 250 Ib or less at joints) B, AJ, Z, AA, AB, AC, AD, AE, AF, AG, AH, Al, AU, AT, AS, AR, AQ, AP, AO, AN, AM, AL, X FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=451t; L=30ft; eave=2ft; Cal. Il; Exp B; enclosed; MWFRS (directional) and C -C Comer(3) -1-6-0 to 1-4-0, Exterior(2) 1-4-0 to 14-11-8, Corner(3) 14-11-8 to 18-2-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) One RT3A USP connectors recommended to connect truss l0 bearing walls due to UPLIFT at jt(s) B, AA, AB, AC, AD, AE, AF, AT, AS AR, AQ, AP, AO, and X. This connection is for uplift only and does not consider lateral forces. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard BUTTE COUNTY BUILDING DIVISION APPROVED OQ?,pF ESS/049 PNp1 NIO tiFl �ti co Co �2 Z (D aU, p76428 z m p X * EXP. 12/31/2016 m CIVIL �P OFCA June 24.2015 ® WARNING - Verify design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 02H612015 BEFORE USE. Design valid for use only with MiTek connectors. This design's based only upon parameters shown, and B for on individual building component. �• Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the resporuibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the bulling designer. For general guidance regarding MiTek• fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, OSB -89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. 7777 Greenback Lane Suite 109 Job Truss Truss Type Qty Ply Wadlow Remodel Plate Grip DOL 1.15 TC 0.46 TCDL 10.0 844781445 1506004 A02 Common 7 1 YES WB 0.35 BCDL 10.0 Code IBC2012/TPI2007 (Matrix) ob efere cz o ti�nal SYSTEMS PLUS LUMBER CO, ANDERSON, CA 7.6205 Mar 27 2015 MiTeVIndustries, Inc. Wed Jun 24 11:20:41 2015 Page 1 I D:JhZesj9KoxjZLl2TugNp2Fz9 WYc-Vglpbl3XdVO WmKNILH?6tCy?oBFLNzRxPYEVOLz33A4 •1-6.0 , 7.8-3 14-11-8 22-2-13 2311-0 31 -SO 1.6-0 7-8-3 7-3-5 7-3-5 7-63 11-60 Scale = 1:66.0 4x4 = 8.00 12 2x4 II 3x4 = 3x8 = 3x4 = 2x4 11 i7-63 14-11.8 22.2.13 2311-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 TCDL 10.0 Lumber DOL 1.15 BC 0.40 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 BCDL 10.0 Code IBC2012/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 DF No.t&Btr G BOT CHORD 2x4 DF No.1 &Btr G WEBS 2x4 DF Stud/Std G REACTIONS. (Ib/size'I B=1282/0-5-8 (min. 0-1-8),H=1282/G-5-8 (min. 0-1-8) Max Herz B=162(LC 11) DEFL. in (loc) I/deft L/d Vert(LL) -0.07 B -N >999 240 Vert(TL) -0.27 B -N >999 180 Horz(TL) 0.08 H n/a n/a PLATES GRIP MT20 220/195 Weight: 144 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing Directly applied or 4-7-8 oc pur ins. BOT CHORD Rigid ceiling directly applie 9 or 10-0-0 oc bracing. WEBS 1 Row at midpt �-L, C -L MiTek recommends that stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -O=-1739/0, C -O=-1627/0, C -D=-1191/33, D -P=-1055/55, E -P=-1048/76, E -Q=-1048/76, F -Q= -1055/55,F -G=-1191/33, G -R= -1627/0,H -R=-1739/0 BOT CHORD B -N=0/1337, M -N=0/1337, L -M=0/1337, K -L=0/1337, J -K=0/1337, H -J=0/1337 WEBS E -L=0/787, G -L=-577/65, G -J=0/326, C -L=-577/65, C -N=0/326 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; 8=45ft; L=30ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 14-11-8, Exterior(2) 14-11-8 to 17-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard BUTTE COUNTY BUILDING DIVISION APPROVED 9(t0F ESS/ON TN10 yFc �2 2 76428 z m C3 X EXP. 12/31/2016 T►7 1__0FC June 24,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 ray. 02/16/2015 BEFORE USE. Design valid for use only with M7ek connectors. This design is based any upon porometers shown, and is for an individual building component. �• Applicability of deign parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility, of the erector. Addtional permanent bracing of the overall structure is the responsibility of the buldng designer. For general guidance regardng MiTek• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information avoiloble from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Job Truss Truss Type ply Ply Wadlow Remodel 24-513 S45 29-11-0 SS3 ///'''��� P � o Plate Offsets (X,Y)— IB:0-0-11 844781448 1506-004 A03 Common 8 1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOADING (psf) SPACING-. 2-0-0 CSI. ob Re erence o ti�nal SYSTEMS PLUS LUMBER CO, ANDERSON, CA 7.820 s Mar 27 2015 Mi-Tek]ndustries, Inc. Wed Jun 24 11:20:42 2015 Page 1 I0:JhZesj9KoxjZL12TugNp2Fz9 WYc-zssCp519OoMNOUxxv_WLPPUDPaSO6Qg5eCz2ynz33A3 -180, SS3 10-58 14-11.8 19-58 i 243 29-11-0 3r1-5-0 180 SS3 50-5 480 4-60SS3 1-60 4x4 = 2x4 II 4x12 M18SHS = 3x4 = 2x4 II 3x4 = 4x12 M18SHS = Scale = 1:71.0 LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing cirectly applied or 4-6-7 oc purlins. BOT CHORD 2x4 OF No. 1&Btr G *Except* BOT CHORD Rigid ceiling directly appliec or 10-0-0 oc bracing. M -P: 2x6 DF No.2 G JOINTS 1 Brace at Jt(s): R WEBS 2x4 DF Stud/Std G MiTek recommends that c,4abilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1462/0-5-8 (min. 0-1-9),J=1462/0-5-8 (min. 0-1-9) Max Harz B=-162(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -S=-2102/0, C -S=-2034/0, C -D=-1886/11, D -E=-1782/41, E -T=-342/35, F -T=-259/62, F -U=-259/62, G -U=-342/35, G -H=-1782/41, H -I=-1886/11, 1-V=2035/0, J -V=-2103/0 BOT CHORD B -Q=0/1770, P -Q=0/1770, 0-P=0/1765, N-0=0/1553, M -N=0/1646, L -M=0/1650, J -L=0/1650 SS3 + SS3 10.58 50-5 19-5.8 9-D-0 BUILDING 24-513 S45 29-11-0 SS3 ///'''��� P � o Plate Offsets (X,Y)— IB:0-0-11 Edgel. fJ:0-0-11 Edgel zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 0.28 Vert(LL) -0.34 O -Q >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.94 Vert(TL) -0.54 N-0 >656 180 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(TL) 0.10 J n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 161 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing cirectly applied or 4-6-7 oc purlins. BOT CHORD 2x4 OF No. 1&Btr G *Except* BOT CHORD Rigid ceiling directly appliec or 10-0-0 oc bracing. M -P: 2x6 DF No.2 G JOINTS 1 Brace at Jt(s): R WEBS 2x4 DF Stud/Std G MiTek recommends that c,4abilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1462/0-5-8 (min. 0-1-9),J=1462/0-5-8 (min. 0-1-9) Max Harz B=-162(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -S=-2102/0, C -S=-2034/0, C -D=-1886/11, D -E=-1782/41, E -T=-342/35, F -T=-259/62, F -U=-259/62, G -U=-342/35, G -H=-1782/41, H -I=-1886/11, 1-V=2035/0, J -V=-2103/0 BOT CHORD B -Q=0/1770, P -Q=0/1770, 0-P=0/1765, N-0=0/1553, M -N=0/1646, L -M=0/1650, J -L=0/1650 BUTTE C01:\!-1 WEBS G -N=0/657, E-0=0/657, C -O=-386/49, E -R=-1303/54, G -R=-1303/54, I -N=-386/49 r BUILDING NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. 11; ///'''��� P � o Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 14-11-8, Exterior(2) 14-11-8 to 17-11-8 �1� 1 a-, zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. ROF ESS/0 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIfTPI 1. Q N IN N IO 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ti 2 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard m W 76428 U Z f1'I 1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase=1.15 Uniform Loads (plf) CC O X EXP. 12131/2016 Vert: A -F=-60, F -K=-60, B-0=-20, N -0=-60(F=-40), J -N=-20 S1T� CIV1� OFC June 24,2015 ® WARNING - Verfry design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 02/16/2015 BEFORE USE. Design valid for use only with MiTek connectors. This design B based only upon parameters shown, and is for an individual building component. �• Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during comlruction is the responsibillity, or the MiTek• erector. Additional permanent tracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria. OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Rate Institute. 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply watllow Remodel 1506-004 A04 Common 1 1 844781447 BC 0.65 Vert(TL) -0.33 R -S >999 180 BCLL 0.0 ' Rep Stress Incr YES ob Reference o fonal -R CO, ANDERSON, CA 7.620 s Mar 27 2015 MTeF Industries, Inc Wed Jun 24 11:20:43 2015 Page 1 ID:JhZesj9KoxjZLl2TugNp2Fz9WYC-R.'-Qa0Rin96UEOeW7Ti t ayd1 Qk_str10EtsjcUDz33A2 -1-6.0 SS3 10-58 14-11.8 112•-8 24-513 29-11.0 1•-0 1-6-0 SS3 -0-5 4-6-0 4.6-0 5-0-5 5-5-3 1.6-0 TOP CHORD NOTCHING ALLOWED IN AREAS 4x10 II WITH STACKED TOP CHORD ONLY; HOWEVER, NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24" OF THE HEEL JOINTS. dI/ 2x4 II 5x8 WB = 5x8 WB = 2.4 1 SS3 10-5-89-5-8 24-5-13 29-11-0 SS3 5.r a.rin 114 6 Scale = 1:70.7 Plate Offsets (X,Y) - [8:0-3-8,Edge], [C:0-5-0,0-0-12], [E:0-6-7,0-0-4], [F:0-4-0,0-0-8], [J:0-4-0,0-0-8], [K:0-6-7,0-0-4], [M:0-5-0,0-0-12], [N:)-3-8,Edge], [10:0-2-12,0-0-0], [T:0-2-12 nn ni 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) -0,18 S -U -999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.65 Vert(TL) -0.33 R -S >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.09 N n/a n/a BCDL 10.0 Code IBC2012fTP12007 (Matrix) Weight: 207 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' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Q -T: 2x6 DF No.2 G JOINTS 1 Brace at Jt(s): V WEBS 2x4 DF Stud/Std G OTHERS 2x4 DF Stud/Std G Tekcommends that S abilizers and required cross bracing be installed during truss eraction, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) B=1287/1-11-8 (min. 0-1-8),N=1287/2-0-0 (min. 0-1-8) Max Horz 6=159(LC 11) Max Grav B=1290(LC 17), N=1290(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -W=-1929/0, C -W=-1879/0, C -D=-1633/0, D -E=-1547/29, E -F=-1220/69, F -X=-327/36, G -X=-270/46, G -H=-256/62, H -I=-256/62, 1-Y=-270/46, J -Y=-327/36, J -K=-1221/68, K -L=-1547/29, L -M=-1634/0, M -Z=-1881/0, N -Z=-1930/0 BOT CHORD B -U=0/1687, T -U=0/1688, S -T=0/1681, R -S=0/1347, Q -R=0/1564, P -Q=0/1570, N -P=0/1570 WEBS K -R=0/535, E -S=0/535, C -S=-526/48, F -V=-1112/43, J -V=-1112/43, M -R=-526/48 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; 8=45ft; L=30ft; eave=4ft; Cat. 11; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 14-11-8, Exterior(2) 14-11-8 to 17-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 3x4 MT20 unless otherwise indicated. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard rte r � CO ©�Vis� � 0a aN ��V QROFESS/ON NIO ���1 CO 76428 z m of O ;U * EXP. 12/31/2016 m s'X CIVIL �P 9TFOF CAL�FO�� June 24,2015 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 0211612015 BEFORE USE. Design valid for use only with Mitek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design parameters and proper incorporation of component b responsibi ity of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporory bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardng MiTek• fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312, Alexandria, VA 22314. 7777 Greenback Lane Suite 109 Job Truss Truss Type Cly Ply Wadlow Remodel TOP CHORD 2x4 DF No.1 &Btr G TOP CHORD Structural wood sheathing d rectly applied or 6-0-0 oc purlins. BOT CHORD 2x4 OF No. 1BBtr G BOT CHORD Rigid ceiling directly applied nr 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G JOINTS 1 Brace at Jt(s): AR 844761448 1506-004 801 GABLE 1 1 REACTIONS. All bearings 26-10.8. (lb) - Max Horz B=142(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) B, Y, Z, AA, AB, AC, AP, AO, AN, AM, AL, V ob Refere ce o tional SYSTEMS CM3 PLUS LUMBER GO, ANDERSON, OA 7.620 s Mar 27 2015 MTek Industries, Inc. Wed Jun 24 11:20:44 2015 Page 1 ID:JhZesj9KoxjZL12TugNp2Fz9 WYc-vFyDrMPwQc5dn5K1 PYpVgZccOMdaN506WS91 gz33A 1 -1-6-0 13-5-4 26-10-8 28-4 .6- -8 10 13-5-4 13.5-4 1- -0 4x5 II 3x4 i L AV AY AV AN AM AL AK .11 ^' All AG AF AE AD AC AB AA Z Y X 3x4 = Scale = 1:61.0 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 IBC2012/TP12007 CSI. TC 0.10 BC 0.04 WB 0.16 (Matrix) DEFL. in (loc) Well L/d Vert(LL) -0.01 W n/r 120 Vert(TL) -0.01 W n/r 120 Horz(TL) 0.00 V n/a n/a PLATES GRIP MT20 220/195 Weight: 212 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1 &Btr G TOP CHORD Structural wood sheathing d rectly applied or 6-0-0 oc purlins. BOT CHORD 2x4 OF No. 1BBtr G BOT CHORD Rigid ceiling directly applied nr 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G JOINTS 1 Brace at Jt(s): AR OTHERS 2x4 DF Stud/Std G MiTek recommends that S-abilizers and required cross bracing be installed during truss er-ction, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 26-10.8. (lb) - Max Horz B=142(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) B, Y, Z, AA, AB, AC, AP, AO, AN, AM, AL, V Max Grav All reactions 250 Ib or less at joint(s) B, AG, X, Y. Z, AA, AB, AC, AD, AE, AF, AQ, AP, AO, AN, AM, AL, AK, AJ, AH, V-. ' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- t T�� �I 5 j "l-('y���� D (J V y f��I, 'Vr(�I 1) Unbalanced roof live loads have been considered for this design. V i� 7 � ^ N 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=27ft; eave=2ft; Cat. ll; O � Exp B; enclosed; MWFRS (directional) and C -C Corner(3) -1-13 0 to 1-4-0, Exterior(2) 1-4-0 to 13-6-4. Corner(3) 13-6-4 to 16-8-6 zone; I�•{` ED cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Vertical gable studs spaced at 1-40 oc and horizontal gable studs spaced at 2-0.0 oc. 7) This truss has been designed for a 10.0 bottom live load ROF ESS/0 psf chord nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf the bottom in QQ Nq on chord all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. pZ N IO yF`�2 9) A plate rating reducticn of 20% has been applied for the lumber ��`� P� 'A2 green members. 10) One RT3A USP � connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) B, Y, Z, AA, AB, AC, AP, AO, AN, AM, & O 7642 8 m AL, and V. This connection is for uplift only and does not consider lateral forces. LU U Z 17I 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. fY 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Q � EXP. 12/3112016 m * * LOAD CASE(S)' Standard ��z / 16OF June 24,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 02116/2015 BEFORE USE Design valid for use only with MDek connectors. This design is based only upon parameters shown. and is for an individual building component. �• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown q` is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional pernanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardng MiTek• fabrication. quality cont-ol, storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available Greenback Lane from Truss Plate Institute. 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Dty PlyWadlow Remodel TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing cirectly applied or 5-2-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly appliec or 10-0-0 oc bracing. R44781449 1506004 B02 Common 8 1 Max Horz B=144(LC 11) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown, 3 f q TOP CHORD B -M=-1519/0, C -M=1421/11, C -D=-1344/32, D -N=-1245/51, E -N=-1241/71, E-0=-1239/71, Job Reference o -ional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 7.620 s Mar 27 2015 MTe Industries, Inc. Wed Jun 24 11:20:45 2015 Page 1 I D:JhZesjgKoxjZLl2TugNp2Fzg WYc-NRYKR6j2hjkyFxg Wa732126jEobtJoiXKACiZ6z33AO f -1-60 + 611-1 13.5.4 1 19-11.7 .2610-a 264-8 1-60 611-1 663 6.63 6-11.1 1-60 Scale = 1:59.2 45 11 dF 8.00 12 3x4 = 3x4 = 3x4 = d 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 IBC2012/TPI2007 CSI. TC 0.37 BC 0.49 WB 0.27 (Matrix) DEFL. in (loc) I/defl L/d Vert(LL) -0.23 J -L >999 240 Vert(TL) -0.43 H -J >734 180 Horz(TL) 0.05 H n/a n/a PLATES GRIP MT20 220/195 Weight: 125 Ib FT= 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing cirectly applied or 5-2-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly appliec 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 Instailatign guide. REACTIONS. (Ib/size) B=1160/0-5-8 (min. 0-1-8),H=1160/0-5-8 (min. 0-1-8) Max Horz B=144(LC 11) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown, 3 f q TOP CHORD B -M=-1519/0, C -M=1421/11, C -D=-1344/32, D -N=-1245/51, E -N=-1241/71, E-0=-1239/71, it :' I V Ty F -O=-1243/51, F -G=-1343/32, G -P=-1421/11, H -P=-1519/0 1 ` (mow' f BOT CHORD B -L=0.'1244, K -L=0/817, K -Q=0/817, J -Q=0/817, H -J=0/1166 WEBS E G E C-L=-359/122/ti y ! V/S�O� -J=-0/643, -J=-359/122, -L=-0/646, - NOTES- V kF6 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. 11; Exp B; enclosed; MWFRS (directional) and C -C Extedor(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 13-5-4, Exterior(2) 13-5-4 to 16-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ROF ESS/0 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. N9` LOAD CASE(S) Standard �QQ I N /0 ,SF F2 ��Q pNtJ CO �2 2 w 76428 z m EXP. 12/31/20 6ti * �gTFOF CAL\F���\P June 24,2015 ® WARNING- Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II.7473 rsv. 0211612015 BEFORE USE. Design valid for use onh• with MiTek connectors. This design is based only upon parameters shown. and is for an individual building component. �• Applicability of design parameters and proper incorporation of component is responsibility of building designer - not tans designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure B the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality con -mi. storage. delivery. erection and bracing. consult ANSI/TPII Quality Criteria. DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply Wadlow Remodel TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.22 N >999 240 844781450 1506-004 B03 Common 8 1 MT20HS 165/146 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(TL) 0.08 J n/a n/a ob a erence o tional SYS I EMS PLUS LUMBER co, ANDERSON, GA 7.620 s Mar 27 2015 MiTek Industries, Inc. Wed Jun 24 11:20:46 2015 Page 1 ID:JhZesj9KoxjZL12TugNp2Fz9Wyc-rdE ieSkgS1 spt5Fi8gaHaFfwuCsl2FCgZgxG5Yz33P? -1-6-0 4.I- 8-11-0 13-5-4 17-11-4 22-2-7 26.10-8 28.4.8 1-6-0 4-8-1 433 4-6-0 4-6-0 4.3.3 4-8.1 1-6-0 dF 4x4 = A nn I,7 2x4 II 4x12 MT20HS= 3x4 = 2x4 It 3x4 = 402 MT20HS = I 4-8-1 I &� 17-11^4 I 22'2-7 { 2610-8 I� d Scale = 1:63.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.22 N >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.81 Vert(TL) -0.43 N-0 >730 180 MT20HS 165/146 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(TL) 0.08 J n/a n/a N /0 y�l BCDL 10.0 Code IBC2012frPI2007 (Matrix) co C:)'Q� ) section, loads applied to the face of the truss are noted as front (F) or back (B). Weight: 146 Ib FT = 20% LUMBER- Tl Z fm 2 p X m BRACING - EXP. 12/31/2016 TOP CHORD 2x4 DF No. 1&Btr G ytf TOP CHORD Structural wood sheathing di: ectly applied or 4-9-14 oc purlins. BOT CHORD 2x4 DF No.1&Btr G *Except* BOT CHORD Rigid ceiling directly applied 3r 10-0-0 oc bracing. M -P: 2x6 DF No.2 G JOINTS 1 Brace at Jt(s): R WEBS 2x4 OF Stud/Std G recommends that Stabilizers and required cross bracing [!ITe' instaled during truss erection, in accordance with Stabilizer stallation uide. REACTIONS. (Ib/size) B=1340/0-5-8 (min. 0-1-8), J=1340/0-5-8 (min.0-1-8) Max Horz B=144(LC 11) Max Grav B=1344(LC 17), J=1344(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -S=-1911/0, C -S=-1850/0, C -D=-1791/16, D -E=-1685/31, E -T=-345/36, F -T=-265/63, F -U=-265!63, G -U=-345/36, G -H=-1686/31, H -I=-1792/15, I -V=-1851/0, J -V=-1912/0 BOT CHORD B -Q=0/1603, P -Q=0/1603, O -P=0/1609, N-0=0/1481, M -N=0/1502, L -M=0/1496, J -L=0/1496 WEBS G -N=0/630, I -N=-281/109, E-0=0/630, C -O=-281/109, E -R=-1232/41, G -R=-1232/41 _ a COUNTY NOTES- 11ING DIVISION 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; 6=45ft; L=27ft; eave=oft; Cat. II; u ROVED Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -1-6-0 to 1-6-0, Interior(1)1-6-0 to 13-5-4, Exterior(2) 13-5-4 to 16-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willOQ�0 F ESS/O/t/ fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A 9 �li plate rating reduction of 20% has been applied for the green lumber members. 7) This truss is designed in accordance with the 2012 International Building Code N /0 y�l section 2306.1 and referenced standard ANSI/TPI 1. 6 "Semi-rigid including heels" P�()I C pitchbreaks Member end fixity model was used in the analysis and design of this truss. 9) In the LOAD CASE(S) co C:)'Q� ) section, loads applied to the face of the truss are noted as front (F) or back (B). W 0 76428 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Tl Z fm 2 p X m EXP. 12/31/2016 Uniform Loads (plf) ytf Vert: A -F=-60, F -K=-60, B-0=-20, N -0=-60(F=-40), J -N=-20 OFCAI June 24,2015 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II.7473 rov. 0211612015 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown. and is for an individual building component. �• Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure ttabirily during construction is the responsibillily, of the erector. Additional permanent bracing of the overall structure is the resporurblity of the balding designer. For general guidance regarding Welk' fabrication, quality control, storage. delivery, erection and brocing, consult ANSI/TPII quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute- 781 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite 109 ril,us Hiinht, CA AS -in Symbols Numbering System ,General Safety Notes Ar PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths 4ZFa (Drawings not to scale) ` ©��� � Follow Could Cause Property Personal Injury Dimensions are in ft -in -sixteenths. O �amageCr Apply to both truss plates sides of and fully embed teeth. 1 2 3 L`, - �-A TOP CHORDS '` v 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI. O _1/1 c1-2 c2-3 ' `� 6%4-) ��9IX 2�Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves WEBS O a 3 Cyt 3 t may require bracing, or alternative Tor I bracing should be considered. 9�G ZS 5' 3. Never extend thp. rip sign Innriina rhnurn ensl ng,,,gr stack materials on inadequately braced trusses. For 4 x 2 orientation, locate 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and 00 Cz$ c&' C5_6 Oa_ BOTTOM CHORDS plates 0-'4d' from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI I. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from r Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC -ES Reports: use with Tire retardant, preservative treated, or green lumber. The first dimension is the plate width measured perpendicular 4 x 4 ESR -131 1, ESR -1352, ESR 1988 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to 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 specified. by text in the bracing section of the 13. Top chords must be sheathed or purlins provided at Output. Use T Or 1 bracing spacing indicated on design. if indicated. 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but ©2012 MiTek All Rights Reserved 16. anot cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise. Min size shown is for EES crushing only. W 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, MiTek® 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. 02/16/2015