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HomeMy WebLinkAboutB16-1115 APPROVED ENERGY TRUSSESBUILDING ENERGY ANALYSIS REPORT PROJECT: New Home - JOE JANDA l 115 STANDISH LANE GRIDLEY, CA 95948 Project Designer: MEDINA & ASSOCIATES ' 2522 Grand Canal blvd. #14 Stockton , CA. 95207 REVIEWED (209) 470-9028 FOR CODE COMPLIANCE AUG 02 2016 Report' Prepared by: INTERWEST CONSULTING GROUP Kevin Laughton Tailored Energy and Testing Services Ltd www.TailoredEnergyOnline.com, Kevin@TailoredEnergy0nline.com BUM ' COQ RECEIVED JUN 2 7 2016 JUN 28 2Q16 DEVELOPMENT SERVICES Job Number: , INTERNbEST CONSULTING CROUP 6241 PERMIT# ���• Date: BUTTE. COUNTY DEVELOPMENT SERVICES REVIEWED FOR 19 -Feb -16 CODE COMPLIANCE DATE �/ 4'O _By The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySok LLC — www.energysoft.com. EnergyPro 6.7 by EnergySoft User Number. 5308 ID: 6241 —F � l� Cocom pia TABLE OF CONTENTS Cover Page Table of Contents Form CF -1 R -PRF -01-E Certificate of Compliance Form RMS -1 Residential Measures Summary Form MF -1 R Mandatory Measures Summary - HVAC System Heating and Cooling Loads Summary Room Load Summary Room Heating Peak Loads Room Cooling Peak Loads �-,,, • .� �, •�� ii �r.i{ i+ to • r.1t 4 EnergyPro 6.7 by EnergySoft Job Number. ID: 6241 User Number. 5308 1 2 3 10 11 15 16 17 18 * • _ -,. c' �, ;. �:; " � - --:—"--�R s -•mow.- .....Y f :.tea � . 1. Protect Name New Home - JOE JANDA - 4SWy� - 1y^�j{ 1( Yj�' y M•YF yn M •'9 ! 02 Calculation Description Title 24 Analysis u ' CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD: • y' r ` Y; 'y y W _; ` CFIR-PRF-01 Project Name New Home -JOE JANDA Percent Improvement Calculation DatelTlme 01A08,.Fri,;Feb 19; 2016; s Page 1 of.7 Y ' Calculation Description: Title 24 Analysis .. - ,' r Input File Name: 6241.JOE JANDA.xml, ' :Standards Version Compliance 2015 -2.54 - • a _, '+ Y _ ... '. a' . :'. ♦ .� ...tr. S - • •i> - 7 :r..' •� _ ... J «. J i. h r f _ _ i t : GENERAL INFORMATION. -,. c' �, ;. �:; " � - �. : 02. This,building incorpoi ates`features�that require 1' lash g nd/or:vehAeation by a'certifledMERS rater under the supervision of a CEC-approved HERS . provide r _ ..�- Fwi �a ,_ ,. :.tea 01- Protect Name New Home - JOE JANDA - 4SWy� - 1y^�j{ 1( Yj�' y M•YF yn M •'9 ! 02 Calculation Description Title 24 Analysis 07 ;' Energy Use (kTDVjff2_yry 03 Project Location 115 STANDISH LANE Percent Improvement Space Heating' a ,04 ,; City GRIDLEY •05 ' :Standards Version Compliance 2015 -2.54 - • 06 Zip Code 95948„ 07 Compliance Manager Version BEMCmpMgr 2013 (744) 08 Cllmate Zone CZ11 '.09 - ' . Software Version EnergyPro 6.6 34.1 % '10 F ~ Building Type Single Family ' - 11' Front Orientation (deg/Cardinal) 180 " • x► 12 Project Scope Newly Constructed -13 Number of Dwelling Units 4 87.08., 78.05 �r 14: "" Total Cond. Floor Area (ft2) 1923 - 15 • Y - Number of Zones 1 16 Slab Area (ftz) 1923 r ` ; 17 Number of Stories 1 ' - 18 " 'r " i "Addition Cond.'FloorMee N/A _ '` . r-~�! 19 ;,f ,Natural Gas Available Yes • 20 Addition Slab Area (ftZ) N/A =" ^ "` 21 ' ,, ' Glazing Percentage (%) 14.6% *+` • ' COMPLIANCE RESULTS d- .• . - .. ., ' r ' .. 01 Building Complies wltFi Compute PerfonnanC"W' 4P "`- � ` '"" °` ""° • _ - -,. c' �, ;. �:; " � - �. : 02. This,building incorpoi ates`features�that require 1' lash g nd/or:vehAeation by a'certifledMERS rater under the supervision of a CEC-approved HERS . provide r _ ..�- Fwi �a ,_ ,. :.tea .rR, •_^��. .0 IAY. .601!•.' ;.:. ,A! : s # _y .1�qi.. !$•7h t ' 4: + . G _ i-1 :: .a • , •+. '': '.r. t { y-+ - 4SWy� - 1y^�j{ 1( Yj�' y M•YF yn M •'9 ! • 'y► K• - '.. �. t� "'"• ter;" , -. •' ..r} a � 4 •} w 9 0. USE�BS•UMMARY �', -� �, .., l = •.+� may'. +.► R '•�.' i %� .*� 1i 3 �. r .. �,.. -08 04 ' 05, iY f' & 06 K 07 ;' Energy Use (kTDVjff2_yry Standard Design :.`-' Proposed Design^ ' Compllance.Margin . Percent Improvement Space Heating' 27.50 ' n., 20.65 '6.85 24.9%. Space Cooling ' 44.55:-- - ,.- ;r 47.09 -2.54 - • -5.7% IAQ Ventilation{ } x1.19 ' _ - ' •1:19 - 0.00" f 0.0% .., .. Water Heating : .• 13.84> :« > 9.12 _ , 4.72 34.1 % Photovoltaic Offset �' 0.00 - -0.00 — _ - `Report Version - CF1R-08252015-744 . 2016-02-19 01:09:03 ' Compliance Energy Total 87.08., 78.05 �r 9.03 10.40A , -. •' ..r} a � 4 •} �', -� �, .., l = •.+� may'. +.► '•w '•�.' i %� .*� 1i 3 �. i Registration Number: 216-N0065716A-000000000.0000 RegistrationDatefrime• `., `x2016-02-1901:4944 .,HERS Provider:-,- `'CaICERTSinc. . . CA Building Energy Efficiency Standards - 2013 Residential Compliance _ - `Report Version - CF1R-08252015-744 * ,'- .ReportGenerated at: 2016-02-19 01:09:03 ' n x �' CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: New Home - JOE JANDA Calculation Description: Title 24 Analysis Calculation Date/Time: 01:08,' Fri, Feb 19, 2016 Input File Name: 6241 JOE JANDA.xml REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. NO SPECIAL FEATURES REQUIRED HERS FEATURE SUMMARY CFI R -PRF -01 Page 2 of 7 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. 02 Building -level Verifications: ^� 13 • IAQ mechanical ventilation Cooling System Verifications: �/ /�L�� e c®f ® • Minimum Airflow • Verified EER �e A I^ f v � AI V (� �+'VIS��� • Verified SEER �� • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: �® ��� • Duct Sealing Number of Water Heating Systems Domestic Hot Water System Verifications: f l 1923 —None — J j 3 1 0 ENERGY DESIGN RATING ,.ro '` {•—� i-'� in This is the sum of the annual TDV energy consumption ftirenergy uie componentsliriduded in th&peifor'mance compliance app�oabK'fo� the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components -not regulated by Tit1e,24, Part 6 (such as domestic appliances and consumer,eleclronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. ; "Z ­'\ �'� �J i.f 1--_--n u V U czt�/ I/ U u U lu fir'' �Refererice Ene►gy Us® Energy Design Rating _ Margin Percent Improvement Total Energy (kTDV/f2-yr)* 137.47 • 128.44 9.03 6.6% • includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name - Conditioned Floor Area (111:2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems New Home - JOE JANDA 1923 1 3 1 0 1 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 Dn area Conditioned hvacl 1923 9 DHW Sys 1 Registration Number: 216-N0065716A-000000000-0000 Registration Date/Time: 2016-02-19 01:49:44 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance . Report Version - CF1R-08252015-744 Report Generated at: 2016-02-19 01:09:03 * CERTIFICATE OF COMPLIANCE - RESIDENTIALPERFORMANCE. COMPLIANCE METHOD `{.. ;� ` CFIR-PRF-01 • Project Name: New Home : JOE JANDA , - Calculation Date/Time: 01:08 -'Fri, Feb 19, 2016 Page 3 of 7 Calculation Description: Title 24 Analysis Input File Name: 6241 JOE JANDA.xml - a' o`s•.,.! •i :+'_ t +.J' '.� 7k, . .. Y. ah :♦ . ' � waw -�- OPAQUE SURFACES a . , ;: 01 ��r�•'�'!` i f . ' 03 1 if s' 04 '� 03 . Y ..04 . , .: �= 05 06, 07 . 08 . }Name -02 _ •. 01 02 :.: 03 04 05• 06 07 08 Name .. _ ,� , _ Zone Construction - : ', Azimuth.- ` , Orientation. '6ross Area (ft2) Window & Door Area (W) _ � Tlit (deg) N Dn area wall r15 0 Baric 550 ,115 90 E ... Dn area _a wall r15- 90 Right, - . 550 . 15 ._ ,, 90 , S - Dn area wall r15 r .180e : Front , 550 133 90 W Dn area. wall r15 -•1 ! Left _ 550 tib 90 Roof - - Dn area R-38 Roof Attic ' . 1923 ATTIC ;• i . , ;: 01 ��r�•'�'!` i f . ' 03 1 if s' 04 '� 03 . Y ..04 . , .: �= 05 06, 07 . 08 . }Name -02 _ •. OB 09 ' Construction i Type Roof Rise Roof_ Reflectance Roof Emittance Radiant -Barrier-. Cool Roof Type �. 111 1 U. U . "4 ,�Su +rtace (Orientation-Az�iinu�h) Widwhf(ft) r`•i Height (it) 'Attic Dn area rea Attic RoofDn a�i. ` Ventilated . ' 3 0:1 . ' 0.85 Yes No "SHGC .. - Window „ "� fqt WINDOWS 01 c 02 . . �. ��r�•'�'!` i f . ' 03 1 if s' 04 '� i� 05 } 06 ,11" 07' OB 09 ' . ,, . -.10 Name - ,q Type �. 111 1 U. U . "4 ,�Su +rtace (Orientation-Az�iinu�h) Widwhf(ft) r`•i Height (it) , Multipll edr, 1 Area .. ;(ftp) '= U -factor "SHGC , Exterior Shading.' " Window „ Window " N (Back -0)&1 Wel • 115.0 0.30 0.25 Insect Screen'(default) Window 2 Window E (Right -90 ' 15.0 0.30 0.25 Insect Screen (default) Window 3 Window : S (Front -180y 1 T 85.0 0.30. 0:25 ~ Insect Screen (default) Window 4 '"` Window ' , ' W (Left -270),-. ` 1 � 94v- — -- -•1 ! -66.0' 0.30 � 0:25- Insect Screen,(default) DOORS 01 03 04 �i. Name ri s Sid L13ullding Area 06, J U -factor - - DoorS 48.0' 0.50 t•, CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project.Name: New Home- JOE JANDA "Calculation Daterrime: 01:08, Fri, Feb 19, 2016 Calculation Description: Title 24 Analysis Input File Name: 6241 JOE JANDA.xml CFI R -PRF -01 Page 4 of 7 OPAQUE SURFACE CONSTRUCTIONS 01 02 '03 04 05. 06 07. Building. Envelope Air Leakage CFM50' Not Required. Not Required ti Total Cavity Winter Design o Input Rating Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers 185000-Btu/hr 0 0 • Cavity Frame: no insul. /M Top, Chrd 2x4 Top Chord. of Roof Truss @ 24 Roof Deck. Wood Siding/sheathing/declring Attic RoofDn area y Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 •. Roofing: Light Roof (Asphalt Shingle) OUT• �UILre c Inside, Finish:` Gypsum Board ' • Sheathing/Insulation:. R5 Sheathing D�f Cavity/Frame: R -15/2x4 wall r15 Exterior Walls %� Wood FraMned Wall ����'l �'1 t,2x�4 @ 1'616-0.0 i 'R 15 0.058 6derior Finish: Wood ' Siding/sheathing/decking Inside -Finish: Gypsum Board Ceilings (below - l. i Cavity/ Frame: R-9.1 /2x4' ' R-38 Roof Attic attic) Wood Framed Ceiling • 2x4 @ 24 in. O.C.' R 38 0.025 Over Floor Joists: R-28.9 insul. SLAB FLOORS 01 .% X02 'R"'�"' ..... 03 04 05• 06 07 Name Zone'ate {j�� Area•(ftZ); s °-Perimeter (R) Edge Insul. R -value & Depth Carpeted Fraction ,, Heated Slab -on -Grade �s',,Dn area ` 1923 X259 " . ""` No 0.8 No' I If ..f s c a t AN , z IL J i F r tis,.— If L___ r F It if i s�f PP 19 At It V%--- .v. BUILDING ENVELOPE -HERS VERIFICATION Y f jr ' 01 • w w... 62 f, ,03 x �. 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 Nam® System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 - 1/1 DHW Standard DHW.Heater 1 1 .0% WATER HEATERS 01 02 03 04 ". 105 06 07 08 Name Heater Element Type - Tank Type 'Tank Volume ' (gal) Energy Factor or' Efficiency o Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Natural Gas Small Instantaneous 0.1 0.84 185000-Btu/hr 0 0 Registration Number: 216-Nf1065716A-000000000-0000 Registration Date/Time:. 2 201&02-19 0:49:44 , CA Building Energy Efficiency Standards - 2013 Residentia[Compliance ' Report Version - CF1R-08252015-744 HERS Provider: CaICERTS Inc. Report Generated at: 2016-02-19 01:09:03 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD �;_' _� CF1R-PRF-01 Project Name: New Home : JOE JANDA: ' , Calculation Date/Time: 01:08, Frig Feb 19; 2016 n Page 5 of 7 - Calculation Description: Title 24 Analysis '. ° '` ' `` Input File Name: 6241 JOE,JANDA.xml . WATER HEATING - HERS VERIFICATION * t• . 01 - 02 '" 03 " 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use .Recirculation Control. Central'DHW -` Dlstributiom DHW Sys 1 -,1/1 — — — — — — SPACE CONDITIONING SYSTEMS 01. `02 _ w 03 04" 05 06 SC Sys Name' - System Type Heating Unit Name : ..Cooling Unit Name Fan Name Distribution Name - - +'"t '" hvacl „` Other"Heating and Cooling Heating Component 1 Cooling Component , HVAC Fan 1 Air Distribution System'l # System :. HVAC -HEATING UNIT TYPES IM 03 :Name '3 -' - - TyP®` Efficiency, , Heating Component�l) )_", CntrlFurnace - Fuel=fired`ceritral'furnace �, 96 AFUE - -.1 t` :f`.� t't If I•li tt 1!-'"'` �r�R - ti>: -�'`� t# 3t ftif� F T A � � s HVAC - COOLING UNIT TYPES 01 .02 : '0K«pq.', ' 05 06-25 r Name System_ Type / �E ciency �o, I VE � SEER Zonally Controlled Multi peed Compressor HERS Verification.' ,Cooling Component 1 SplitAirCond ' ' tlr(�1 v 12:2 YY 16 . ' Not Zonal Single Speed _..Cooling Component 1 -hers -cool 4 y y HVAC COOLING = HERS VERIFICATION 01- , 02 03 ,'� . A, 04 05 06 a t Name 'Verified Airflow - Airflow Target! Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1 -hers -cool Required ' '' 350 r :`` Required Required 1 Not Required CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFI R -PRF -0.1 Project Name: -New Home = JOE JANDA Calculation Daterrime: 01:08, Fri, Feb 19, 2016 Page'6 of 7' Calculation Description: Title 24 Analysis Input File Name: 6241 JOE JANDA.xml HVAC- DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R -value. Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuctsAttic : - g p- Seale an`� tes gd 8 . Attic None Air Distribution System 1 -hers -dist .. — V00 Y VIA a — 77 VQ. "IIT° e HVAC DISTRIBUTION - HERS VERIFICATION%t,�.. 01 r 02 03 ' l0iz� , 1_/1 05 06 07 OB Name ' Duct Looks ge Verification Duct_Leakage', Target (%) .- `�Ve"riN& c't Location Verifled Duct Design Buried. Ducts Deeply Buried Ducts Lowdeakage Air Handler Air Distribution System 1 -hers -dist Required 6.0 „- Not Required .Not Required Not Required Not Required — H HVAC -FAN SYSTEMS` �.. _ 01 ` � ^� 01 .. �� �F 02 03 ; 04 Name _ _ -. , .Type Fan Power (Watts/CFM) , _ HERS Verification " ;HVAC Fan f. Singl"pe`ed PSC Furnace Fan 0.58 HVAC Fan 1-hers7fan t 14e -6-F I (__4 1 F"Af__ r • 1 t HVAC FAN SYSTEMS - HERS VERIFICATIQN,�+'��..`" �.. _ 01 ` � ^� .I N` L�= 0 162'U, -: 14, U \�=Ii ; Y 03 Name- � F . S VaKifled Fan WattDra"" Required Fan Efficiency (Watts/CFM) „ ; HVAC Fan 1 -hers -fan Required Y 0.58 IAQ:(Indoor Air Quality) FANS 01 - - 02 03 04 05 06 Dwelling Unit: IAQ CFM '" IAQ Watts/CFM' . ' IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification •, SFamaAQVentRpt 49.23 0.25 Default * 0 Required Registration Number: 216-N0065716A-000060000-0000 Registration Date/Time: 2016-02-19 01:49:44. HERS Provider: . CaICERTS Inc. CA Building Energy Efficiency Standards = 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2016-02-19 01:09:03 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: New Home - JOE JANDA Calculation DatefTime: 01:08, Fri, Feb 19, 2016 Calculation Description: Title 24 Analysis Input File Name: 6241 JOE JANDA.xml CF1 R -PRF -01 Page 7 of 7 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Kevin Laughton Company: Signature Date: Tailored Energy Services 2016-02-19 01:49:44 Address: - CEA/HERS Certification Identification (If applicable): 1640 West Longview Ave City/State0p: Phone: Stockton, CA 95207 888-310-0808 RESPONSIBLE PERSON'S DECLARATION STATEMENT 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 perfor`niairce 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 feature 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. ,.r` j Responsible Designer Name: 1X�A Jr ^Ree`syponsible `Designer Signatire:Z Kevi�ri �E`�e�Iri \ I ' �) Kevin Laughton R # i r Company: Date Signed: AO 01:49:44 Tailored. Energy Services 2016-02 19 Address: License: Q 1640 West Longview Ave �� A� tba City/State/Zip:. '� S Stockton, CA 95207 ��®� Phone: 88 -310-0808 � 4 Digitally signed by CaICERTS. 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: 216-N0065716A-0o00000f10-0000 Registration Date/rime: 2016-02-1901A9:44 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFSR-08252015-744 HERS Provider: Ca10ERTS Inc. Report Generated at: 2016-02-19 01:09:03 RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name New Home - JOE JANDA Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 19 -Feb -16 Project Address 115 STANDISH LANE GRIDLEY California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,923 Addition n/a # of Units 1 INSULATION Construction Type Area Cavi Special Features Status Wall Wood Framed R 15 1,871 Rigid --R-5.0 New Door Opaque Door - no insulation 48 New Slab Unheated Slab -on -Grade - no insulation 1,923 Perim = 259' New Roof Wood Framed Attic R 38 1,923 New FENESTRATION I Total Area: 281 Glazing Percentage: 14.6 % New/Altered Average U -Factor. 0.30 Orientation Area U -Fac. SHGC Overhang Sidefins Exterior Shades Status Rear (N) 115.0 0.300 0.25 none none Bug Screen New Right (E) 15.0 0.300 0.25 none none Bug�cnpn New Front (S) 85.0 0.300 0.25 none none B�gzSprre@n New Left (M 66.0 0.300 0.25 none none`Bug S� een� New V A � HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 96% AFUE Split Air Conditioner 16.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R Value Status hvac Ducted Ducted Attic 8.0 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Instantaneous Gas 0 0.84 Standard New EnemyPro 6.7 by EnemySoft User Number. 5308 RunCode: 2016-02-19701:09:30 ID: 6241 Pae 10 of 18 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low -rue residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. Exceptions may apply. Review the respective code section for more information. Building Envelope Measures: §110.6(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 110.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of § 10-111 (a). § 110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. § 110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. § 110.8(i): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF1R. §110.86): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CF 1R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a § 150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. § 150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. §150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U - factor). §150.0(d): Minimum R-19 insulation in raised wood -frame floor�o%0.037 um U -factor. In Climate Zones 14 and 16 a Class II vapor Iha ' be nstalled on the conditioned space side of all insulation in all exterior § 150.0(g)l: walls, vented attics and unvented attics with air- ermeable imsnladon. In Climate Zones 1-16 with unvented c wlyspae�he eattth6fl'ooi of the crawl space shall be covered with a Class I or Class II § 150.0(g)2: vapor retarder. l '. In a building having a controlled vqdtilation4ciawl sp eta Class I or Class II vapor retarder shall be placed over the earth floor of 150.0 3 § (g) space „yntry' ,.acid p oti ct;�nsulation from condensation, as specified in the exception to Section the crawl ace to reduce moisture c `� 150.0d. 1 �,iJ Slab edge insulation shall: have `ivater,absorp�tion rate, for the insulation material alone without facings, no greater than 0.3%; §150.0(1): have water vapor permeance rate As n&gr�eater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as art of a heated s�a�b floor meets the requirements of § 110.8 § 150.0(q): Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U - factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150.0(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e) I B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting er or a combustion -air control device. § 150.0(e) I C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. §150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110.0-§110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. § 110.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- § 110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. § 150.0(h)l: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in §150.0(h)2. Installed au conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any § 150.0(h)3A: dryer vent. § 150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c). Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped § 150.0(j) lA: with insulation having an installed thermal resistance of R-12 or greater. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external § 150.00)1B: insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system §150.00)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve §150.06)2B: that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary § 150.06)2C: Pipe for cooling system lines shall be insulated as specified in § 150.00)2A. Piping insulation for steam and hydronic heating systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A. §150.00)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For § 150.00)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I §150.00)3B: or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class H vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the §150.0(n)l: space where the water heater is installed; 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 a gas supply line with a capacity of at least 200,000 Btu/hr. §150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5. §150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of fleiible ducts are mrecch4nically fastened. Openings shall be sealed §150.0(m)l: with mastic, tape, or other duct -closure system that meets the applicable re ements 1.�:, 181, UL 181 A, or UL 181B or ��y� ,Po aerosol sealant that meets the requirements of UL 723. If mastic or tape sed o seal=openings greater than'/. inch, the combination of mastic and either mesh or tape shall be used. Buil ' g�cav ,�sulipo�rt�platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet met , duct bo r or Re shall not be used for conveying conditioned air. Building cavities and support platformsQnt stalled in cavities and support platforms `duds. �Ducti shall not be compressed to cause reductions in the cross -soon . area of�tbe duds. Factory -Fabricated Duct Systems shall comply with specifiedk"eghir fi-n"ts fol duct construction, connections, and closures; joints with § 150.0(m)2: and seams of duct systems and their components shall no6eeale cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirementstfor: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. §150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. §150.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not § 150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §150.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be § 150.0(m)11: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §150.0(m)12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The §150.0(m)13: space conditioning system must also demonstrate airflow >_ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy <_ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, §150.0(m)15: an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of >_ 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of 5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of §150.0(o): central forced air system air handler; used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. § 150.0(o)1A: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency § 110.4(a): Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat settin • a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary § 110.4(b)1: Any Pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines, or built-up connections for future solar heating. § 110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or gramined to run only during off-peak electric demand periods. § 110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. § 150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: § 110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of §110.9. § 150.0(k)IA: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable. § 150.0(k)1B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of § 150.0 The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with § 150.0(k) l C: § 130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. § 150.0(k)1D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no § 150.0(k) lE: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k)1F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of 150.0 § 150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. § 150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. § 150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Controls and equipment are installed in accordance with;m�anufaciurer's instructions. § 150.0(k)2E: No control shall bypass a dimmer or vacancy sensor funs ctionf=t(me�control is installed to comply with §150.0(k). §150.0 �)2F: Lighting controls comply with applicable re4uren"eA of 10:9 An Energy Management Control System (EMCS)''may be ustd� %omply with dimmer requirements if. it functions as a dimmer § 150.0(k)2G: according to §110.9; meets Installation Cert ficat;freq em� its of §130.4; the EMCS requirements of §130.5; and all other requirements in § 150.0(k)2. An Energy Management Control Systein`(EIv�C )� �& used to comply with vacancy sensor requirements of §150.0(k) if: it § 150.0(k)2H: functions as a vacancy sensor according toi§l 10 .1meets Installation Certificate requirements of § 130.4; the EMCS requirements of 130.5; and all other uirements in> 1 01 2. § 150.0(k)2I: A multiscene programmable controller may"3eiused to comply with dimmer requirements of this section if it provides the functionalityof a dimmer accordingto § 110. , and complies with all other applicable requirements in § 1 50.0 2. § 150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only § 150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. §150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. § 150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. §150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. §150.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing § 150.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with §150.0(k), the ballasts shall be certified to the Energy Commission to coniply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and § 150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Measures Summary a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically tum the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with § 110.9; meets the Installation Certification requirements in § 130.4; meets the requirements for an EMCS in § 130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically tum the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the § 150.0(k)9B: following requirements: i. Shall comply with § 150.0(k)9A; or ii. Shall comply with the applicable requirements in § 110.9 § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § 150.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § I50.0(k)9B or 150.0(k)9D shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § 150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. §150.0(k)10: Internally illuminated address signs shall comply with § 140.8; or shall consume no more than 5 watts of power as determined according to §130.0(c). § 150.0(k)11: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in 110.9 130.0 § 130.1 § 130.4 140.6 and § 141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of § 150.0(k) I2A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: § 150.0(k)12B: i. Comply with the applicable requirements in § 110.9, §130.0, §130. 1, § 140.6 and § 141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of rnmg the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten r mIeN�sgle fatly residences and where the application for a § 110.10(a)1: tentative subdivision map for the residences has b eemed co plete, `by'the'tnforcement agency, on or after January 1, 2014, P shall comply with the requirements of 110.10 �,t(irou _ Yl'0.1.e :0 §110.10(a)2: Low-rise multi -family buildings shall complY14th thee* iiirements of § 110.10(b) through § 110.10(d). The solar zone shall have a minimum total area��esc ibabelow. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified'in e ?04, Part 9 of other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall bet-rised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas les�;than or equal to 10,000 square feet or no less than 160 square feet each for §110.10(b)l: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. § 110.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice § 110.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. § 110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit §110.10(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating system. §110.10(d): A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) shall be provided to the occupant § 110.10(e)l: The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a §110.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric". HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name New Home - JOE JANDA Date 19 -Feb -16 System Name hvac Floor Area 1,923 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING CFM Sensible Total Room Loads 488 16,697 Return Vented Lighting 0 Return Air Ducts 828 Return Fan 0 Ventilation 0 0 Supply Fan 553 Supply Air Ducts 8281 TOTAL SYSTEM LOAD, 1 18,905 PEAK COIL HTG. PEAK Heating System Latent CFM Sensible Output per System 35,000 652 612 25,238 Total Output Btuh 35,000 Output Btuh/s 18.2 1.270 Cooling System 0 Output per System 35,000 0 0 0 Total Output Btuh 35,000 652 -553 Total Output ons 2.9 1,270 Total Output Btuh/s 18.2 Total Output s on 659.3 27,225 Air System CFM per System 800 HVAC EQUIPMENT S'EL.E,, VON Airflow cfm 800 hvac e� �,* 29,553 0 35,000 Total Adjust Kjystem Output 29,553 0 35,000 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM Airflow cfm/s 0.42 Airflow cfm/Ton 274.3�V Outside Air % 0.0% Outside Air cfm/s 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 24 OF 69 OF O Outside Air 0 cfm Supply Fan 800 cfm 69 OF 69 OF 110 OF Heating Coil 108 OF ROOM 70 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 101 / 71 OF 79 / 58 Outside Air—--� 0 cfm 79 / 58 OF OF 80 / 58 OF 45 / 43 OF Supply Fan Cooling Coil 46 / 44 OF 800 cirn 27.5% ROOM 78 / 58 OF EnergyPro 6.7 by EnergySoft User Number. 5308 RunCode. 2016-02-19701:09:30 ID: 6241 Page 15 of 18 ROOM LOAD SUMMARY Project Name Date New Home - JOE JANDA 19 -Feb -16 System Name Floor Area hvac 1,923 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name I Room Name Mult. I CFM I Sensible I Latent CFM I Sensible I Latent CFM I Sensible Dn area I Entire area 1 1 4881 16,61971 652 4881 16,6971 652 6121 25,238 PAGE TOTAL TOTAL* 488 16,697 652 612 25,238 488 16,697 652 612 25,238 ROOM HEATING PEAK LOADS Project Name New Home - JOE JANDA Date 19 -Feb -16 ROOM INFORMATION DESIGN CONDITIONS Room Name Entire area Floor Area 1,923.0 RZ Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 24 OF Conduction Area 1,871.0 X 281.0 X 48.0 X perm = 259.0 X 1,923.0 X X X U -Value AT *F X 46 X 46 X 46 X 46 X 46 X X X X X X X X X X X X X X X X X X X X X X X X X X Page Total /60] X AT c = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 46 Btu/hr wall r15 0.0644 5,543 Low -E Vtnyl 0.3000 3,878 Wood Door 0.5000 1,104 Slab -On -Grade 0.7300 8,697 R-38 Roof Attic 0.0250 2,211 X X X X. Dl,-) w0 1 1�9. X X X X X X X X X X X X X X X X X X through an interior surface to X 1,923 X Area Ceiling Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.077 Schedule Air Sensible Fraction another room 9.00 X 0.266 Height ACH 21,434 = 3,804 TOTAL HOURLY HEAT LOSS FOR ROOM 25,238 EnergyPro 6.7 by Ene►g Soft User Number: 5308 RunCode: 2016-02-19701:09:30 ID: 6241 Page 17 of 18 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date New Home - JOE JANDA 19 -Feb -16 ROOM INFORMATION DESIGN CONDITIONS Room Name Entire area Outdoor Dry Bulb Temperature 101 OF Floor Area 1,923.0 ft2 Outdoor Wet Bulb Temperature 71 OF Indoor Dry Bulb Temperature 78 OF I Outdoor Daily Range: 36 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr wall r15 (N) 435.0 X 0.0644 X 14.0 = 392 wall r15 (E) 535.0 X 0.0644 X 24.0 = 827 wall r15 (S) 417.0 X 0.0644 X 17.0 = 457 Wood Door (S) 48.0 X 0.5000 X 17.0 = 408 wall r15 (119 484.0 X 0.0644 X 24.0 = 748 R-38Roof AtUc (N) 1,923.0 X 0.0250 X 47.8 = 2,298 X X = X X = X j X I j= Page Total 5,130 Items shown with an asterisk (•) denote conduction through an interior surface to another roo T 1. Cooling Load Temperature Difference (CLTD) 00 Vmv UnshadedAddd1SOA st Fenestration Orientation Area 1�G Area �1 X0:0 GLF Btu/hr Window (N) X_ r-Nr13,4 115.0 X 13.4 = 1,542 Window (E) N0�p) X` A*% --13.4 + 15.0 X 28.3 = 424 Window (S) 0.0 X 13.4 + 85.0 X 18.2 = 1,547 Window 0.0 X 13.4 + 66.0 X 28.3 = 1,865 X + X = X + X = X + X = X + X = X + X = Page Total 5,37 Internal Gain Btu/hr Occupants 5 8 Occupants X 245 Btuh/occ. = 1,413 Equipment 1.923 Floor Area X 0.50 w/sgft = 3,282 Infiltration: 1.077 X 0.76 X 79.32 X 23 = 1,494 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 16,697 Latent Gain Btu/hr Occupants 5.8 Occupants X 155 Btuh/occ. = 894 Infiltration: 4,830 X 0.76 X 79.32 X -0.00083 = _242 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 894 EnemyPro 6.7 by EnemySoft User Number. 5308 RunCode: 2016-02-19701:09:30 /D: 6241 Pae 18 of 18 3 `� r• Project No.: 16E-025 I D G EL I N E Date: -6/16/2016 E N G I N E R I N G IPRMECT-DESCRIPTION Janda Residence undley 115 Standish Ln. Gridley, California [GRAVITY-L]ADS DEAD LOADS ROOF 24 PSF - RECEIVED .LIVE LOADS ROOF 20 PSF r' JUN 28 2016 BEAM 1 _ [Member Details ' Species: PSL 2.0E Section: 5.5X14 Span length: 19.0 ft Distributed Loads - ' Dead: 24 psf Tributary Width, TW1: 14.0 ft Live: 20 psf Tributary Width, TW2: 0.0 ft Capacities _ _ Shear: 122 psi < . 363 psi OK 34 % Bending: 2140 psi o < 3625 psi OK 59 % Deflection - Live Load Only: 0.37 in < 0.63 in OK 58 % Live & Dead Load: 0.84 in < .• 0.95 in. OK 88 %. - REVIEWED FOR C.OD E.COMPL.IANCE BUM AUG 0 2, 2016 . COUNW ca NEI AV E�� INTERWEST Q40j N ew K. Bq440 JUN 2 7 2MNSULTING GROUEXP OQ 2 0. S -- — - — TF OF CAS-�F� PERMIT # BUTTE COUNTY DEVELOPMENT $SERVICES ` REVIEWED FOR ' CODE COMPLIANCE DATE ZJ lX —BY� (0 RIDGELINE E N G IN E E R ING A California Small Business Enterprise (SBE) REVIEWED FOR CODE*COMPLIANCE May 23, 2016 AUG 0 2 2016 Butte County - Building Department` 7 County Center Drive INTERWEST Oroville, CA CONSULTING GROUP RE: Truss Calculation Review —115 Standish Lane, Gridley. -This letter is in reference to the truss design provided by Stockton Truss Company. Ridgeline has reviewed the truss calculations and have found that they conform to project specifications and requirements. BUTTE COUNTY MAY 24 2016 DEVELOPMENT SERVICES X16-1115 " Joy K Bald in, MS, PE, PS Principal Engineer President & CEO CC -R tom, BUTTE COUNTY DEVELOPMENT 6914VICE8 2On- 16 COREVIEWED E COMPL FOR ' CONSuL'TWIINTERV,G �.gOLT P 2522 Grand Canal Blvd, Suite 14, Stockton, CA 95207 P.209.955.0110 • F.209.955.0220 • C.209.649.2501 r f t bel- ��V�� J I OEM "w0N TRUSS-. STOCRI 4408 E. Fremont St. Stockton, Ca. 95215 (209) 464-7358 office (209) 463-6195 fax Ciistomer: JOE JANDA Proiect: JANDA RESIDENCE 115 STANDISH LN. GRIDLEY, CA: REVIEWED.' job#: S7356 FOR CODE COMPLIANCE Designer: KEVIN, AUG 0 2 2016, Date:.- 02/15/16 INTERWEST_ CONSULTING GROUP THE ENGINEER'S SEAL CERTIFIES PAGE#4 THRU PAGE# 66 SIGNED.' BUTTE COUNTY MAY 24 2016 DEVELOPMENT' SERVICES ------------------------------------ w ---------------- -------------- Alex Tounian 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/T?1-1995 Sec. 2. REcc-ov­5 E C� PERMIT 0 BUTTE COUNTY DEVELOPMENT SERVICES r MAY .2 03 2016 REVIEWED FOR CODE COMPLIANCE INTERwES r CONSULT111I.-n GROLip DATE zo Ui 14-02-00 16-00.0 17-04-00 15-10-00 m ME US ON imUJ p }� �I�■■■� ��� do not ■� MS�� ake positive conn UJ U) z to truss dl ■SII --� — 11�� - ■ . �7 ■ �� _ 11� ■�� •— ��1��1�Ui • wp ��_;_• IIILF3'3� .,��=it-�l' _ I��'■ _ ■_ '.1rv, Ul Ui .. IIS • �� �� �� • � �ll_• III�IN .. .. iii,■= 7� lthja26 C) U) Ii��ll■�� riNMIl�r. . 11 I �©■■11■■iii ..ems. _ ,���_�I ��:__..__. �■■hfr�.■in■■■■■■■� l � �• �� _ WIN 7356 fuss ype y y �JANDA RESIDENCE HIP GIRDER i 2 Job Reference (optional) Page 1 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:00 2015 Page 1 I D:c_5fm2wtJdfp9wLU7uzawvzBh t a-CZLCgGOMrk91Sd9M20anEl_iLGe 7 2X3Grg3D?fozkgv 10.15 14-2-11 184-0 244-0 4016 a15 a -1s 0-0-0 21 -o -e5-0-0 scale = 1:41.9 Camber = 7/16 in 4x5 = N f� 4.00 171-2 3x4 = 3x4 = 4x5 = 40 = 4x4 = 7x8 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 TCDL 14.0 Lumber DOL 1.25 BC 0.51 BCLL 0.0 Rep Stress Incr NO WB 0.39 BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No. 1&Btr G BOT CHORD 2x6 DF SS G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins. BOT CHORD r Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 2 = 2455/0-4-0 (min.0-1-8) 7 = 2553/0-3-8 (min. 0-1-8) Max Horz 2 = 28(LC 24) Max Uplift 2 = 142(LC 8) 7 =-143(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6963/352, 3-4=-6432/337, 4-5=-9219/479, 5-6=-6093/317, 6-7=-6461/326, 7-16=-422/24 BOT CHORD 2-11=-277/6581, 11-18=-403/8585,18-19=-403/8585, 10-19=-403/8585,10-20=-396/8456,20-21=-396/8456, 9-21=-396/8456, 7-9=-252/6091, 7-17=-13/356 WEBS 3-11=-68/1915, 4-11=-2439/158, 4-10=-38/895, 5-10=-27/1053, 5-9=-2656/163, 6-9=-62/1813 NOTES- (13) 1) 2 -ply truss to be connected together with 10d (0.148"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 0-9-0 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. i 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 1 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. 1 DEFL. in (loc) I/deft Ud Vert(LL) -0.16 10 >999 360 Vert(TL) -0.5910-11 >487 240 Horz(TL) 0.11 7 n/a n/a 3x6 PLATES GRIP MT20 220/195 Weight: 228 Ib FT = 0% 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 at --lb) 2=142, 7=143. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 619 Ib down and 67 Ib up at 6-0-0, 249 Ib down and 30 Ib up at 8-0-12, 249 Ib down and 30 Ib up at 10-0-12, 249 Ib down and 30 Ib up at 12-0-12, 249 Ib down and 30 Ib up at 12-3-4, 249 Ib down and 30 Ib up at 14-3-4, and 249 Ib down and 30 Ib up at 16-3-4, and 619 Ib down and 67 Ib up at 18-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-68, 3-6=-68, 6-8=-68, 2-7=-20 Concentrated Loads (lb) Vert: 9=-619(F) 11=-619(F) 10=-499(F) 18=-249(F) 19= -249(F)20= -249(F) 21=-249(F) BUTTE COUNTY BUILDING DIVISION a O fuss Truss I ype I/deft yJANDA RESIDENCE 7356 AtA Hip R 1 1 Page 2 Vert(TL) -0.3510-11 >826 240 Job Reference (optional) .o iv S Jan m N lv ml l ex lnu—nes, mc. mon reo lD l4:JJ:u l Lvl6 r8 el ID:c_5fm2wtJdfp9wLU7uzawvzBhta-hmvatcP_c2Hb4nkYc560jBEVN20KGZ0_3jzZBEz qve -1-00 4.5-0 8-60 12.2-0 1644 1911-0 244-0 254-0 1-0-0 45-0' 37.1 4-2-0 4-2-0 3.7.1 4 -SO •1.0-0 r Scale = 1:41.9 Camber = 114 in 4x4 = 3x8 = 40 = 3x6 � 3x8 = 1x4 II 5x8 = 3x8 LOADING (psf) SPACING- 2-" CSI. TCLL 20.0 Plate Grip DOL 1.25 TC' 0.33 TCDL 14.0 Lumber DOL 1.25 BC 0.44 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No. 1&Btr G BOT CHORD 2x4 DF No. 1&BtrG WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-14 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) 2 = 1128/0-4-0 (min. 0-1-8) 8 = 1150/0-3-8 (min. 0-1-8) Max Horz 2 = -36(LC 6) Max Uplift 2 = -45(LC 8) 8 = -46(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2457/92, 3-4=-2188/64, 4-5=-2040/69, 5-6=-1991/67, 6-7=-2141/60, 7-8=-2333/81; 8-19=-390/0 BOT CHORD 2-12=-40/2287, 11-12=-4/2379, 10-11=-4/2379, 8-10=-30/2153, 8-20=0/360 WEBS 3-12=-258/60, 4-12=0/412,5-12=-495/28, 5-10=-542/27, 6-10=0/395 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. ll; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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) 2, 8. DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.11 11 >999 360 MT20 220/195 Vert(TL) -0.3510-11 >826 240 Horz(TL) 0.10 8 n/a n/a Weight: 104 Ib FT = 0% 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIlrPI 1. 9) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard BUTTE COUNTY BUILDING DIVISION APPROVE® Job FUSS fuss ype y y RESIDENCE 7356 A1B Hip 1 1 �IANDA Page 3 TC 0.29 ' -0.13 10-13 >999 360 Job Reference (notional) i.ows.ianzyzuiomiieKmausmes, mc. monreoul4:ao:uz2u1 b ra 1 ID:c_Sfm2wtJdfp9wLU7uzawvzBhla 9ySy5yPcNMPShxJIApdFGPnhgSis71w71Ni6kgz eqvd 1 -100 I 5d0 100014-0-0 1611-0 24-" S 25-0-0 104 50 47-1 4-4-0 47-1 5-415 4x4 = 6x6 = scale = 1:41.9 Camber = 5/19 in 4x5 = 3x8 = 5x8 = 3x8 = LOADING(psf) SPACING -2-0-0 CSI. DEFL.. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.13 10-13 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.48 10-13 >614 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code IBC2012ITP12007 (Matrix -M) Weight: 100 Ib FT = O% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing., MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1129/0-4-0 (min.0-1-8) 7 = 1148/0-3.8 (min.0-1-8) Max Horz 2 = -45(LC 6) Max Uplift 2 = -44(LC 8) 7 = -47(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2403/111, 3-4=-1965/71, 4-5=-1811/77, 5-6=-1949/68, 6-7=-2325/101, 7-17=-629/0 BOT CHORD 2-10=-52/2235, 9-10=0/1788, 7-9=-41/2150, 7-18=0/583 WEBS 3-10=-454/83, 4-10=0/330, 5-9=0/310, 6-9=-384/74 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. ll; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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) 2, 7. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard Am&& _ •'. 7356 T Page 4 4.4 =4x4 = Scale = 1:41.9 Comber = 114 in 3x6 1x4 II 3x4 = 3x4 = 5x6 = 3x8 a LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.09 9-10 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.32 9-10 >898 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.10 7 n/a n/a. BCDL 10.0 Code IBC20121TP12007 (Matrix -M) Weight: 103 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.18Btr G BOT CHORD 2x4 DF No.18Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1129/0-4-0 (min.0-1-8) 7 = 1148/0-3-8 (min. 0-1-8) Max Hoa 2 = 53(LC 7) Max Uplift 2 = -45(LC 8) 7 = 46(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2387/65, 3-4=-1709/74, 4-5=-1557/80, 5-6=-1708/74, 6-7=-2311/62 BOT CHORD 2-12=-7/2208,11-12=-2/2208, 10-11=0/1557,9-10=0/2130, 7-9=0/2130 WEBS 3-11=-738/45, 4-11=0/314, 5-10=0/311, 6-10=-662/42 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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) 2, 7. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard 13UTTE COUNTY BUILDINI i DMS®N APPROVED v 7356 1D Page 5 1(:K I UN I KUJJ, J I U(oK I UN, UA 95215 7.510 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:05 2016 Pap ID:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-ZX85j_SUgHn t YP2KrxAyu 1 PBDfIKCMQa_LxmL?zk ft -50 12.2-0 17.10-0. 24-0-0 254-0 6-50 5881 58.0 6-575 1-0-0 4x5 = Scale = 1:39.2 Camber = 5/16 in 3x6 % 3x4 = 5x6 = 3x6 LOADING(psf) SPACING-_0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.10 7-8 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.39 7-8 >752 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.09 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) Weight: 93 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&BtrG BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 1060/0-4-0 (min. 0-1-8) 5 = 1149/0-3.8 (min. 0-1-8) Max Horz 1 = -55(LC 6) Max Uplift 1 = -20(LC 8) 5 = -46(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2385/87, 2-3=-2090/84, 3-4=-2037/80, 4-5=-2318/82, 5-15=-340/0 BOT CHORD 1-8=-23/2208, 7-8=0/1485, 5-7=-17/2137, 5-16=0/312 WEBS 3-7=0/596, 4-7=-408/79, 3-8=0/656, 2-8=-439/82 NOTES- (9) 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=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. ll; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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-M 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 atjoint(s) 1, 5. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIlTPI 1. 8) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. . 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard O ru55 fLSS ype y y JANDA RESIDENCE 7356 Al E Common 5 1 Page 6 TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Job Reference (optional) b I LP -M UN 1 KUbJ, b I Ucrc 1 UN, t:A V0Z1b 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:06 2018 Page 1 ID:c_5fm2wtJdfp9wLU7uzawvzBh t a-1jiTWKT6QavuAYdWPfhBQFyMz35ZxpfjD7gKtSzkgvZ 65-8 12-1A 17-9.9 24-3-8 2538 656 551 5460 6515 Scale = 1:39.2 Camber = 5116 In 4x5 = 3x8 11 LOADING(psf) SPACING -210 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.10 7-8 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.39 7-8 >754 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.09 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 93 Ib FT = 0% LUMBER - TOP CHORD 2x4 OF No.1&Btr G BOT CHORD 2x4 OF No.1&Btr G WEBS 2x4 OF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-15 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) 1 = 1057/0-3-8 (min. 0-1-8) 5 = 1149/0-3-8 (min. 0-1-8) Max Horz 1 = -55(LC 6) Max Uplift 1 = -20(LC 8) 5 = -46(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2386/87, 2-3=-2091/84, 3-4=-2038/80, 4-5=-2319/82, 5-15=-339/0 BOT CHORD 1-8=-23/2210, 7-8=0/1486, 5-7=-17/2137, 5-16=0/311 WEBS 3-7=0/596, 4-7=-408/79, 3-8=0/657, 2-8=-440/82 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ;,end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 5. 7) This truss is designed in accordance with the 2012 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard 105UTTE COUNTY BUILDING DIVISION APPR®VED OrusS Truss ype 2-0-0 y JANDA RESIDENCE 7356 J...'1F Hip - Tly 1 Pa e 7 9 Plate Grip DOL � TC 0.33 Vert(LL) Job Reference (optional) SI ULK 1 UN 1 RuSS, S I U(:K 1 UN, LA 9bZ1b 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:07 2018 Page 1 ID:c _ 5fm2wtJdfp9wLU7uzawvzBhla-VwGr8gTIBu110,CizMDQzSUX?TRggENtRfQtPuzkgvY -180. 6-4-7 11-11-0 12-5-0 17-11•e 2438 1-0-0 8-a7 589 080 589 I Scale = 1:40.8 Camber = 1/4 in 4x4 = 4x4 = 3x6 1x4 II 3x4 = 3x4 = 5x6 = 3x5 = 17 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.09 10-11 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.33 10-11 >895 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 101 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.18Btr G BOT CHORD 2x4 DF No. 1&Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7 = 1056/03-8 (min. 0-1-8) 2 = 1150/0-3-8 (min. 0-1-8) Max Horz 2 = 53(LC 7) Max Uplift 7 = ( -20(LC 8) 2 = -46(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-2=-504/0, 2-3=-2317/62, 3-4=-1720/74, 4-5=-1569/80, 5-6=-1722/75, 6-7=-2405/67 BOT CHORD 2-15=0/499,2-11=-13/2135,10-11=-13/2135,9-10=0/1569, 8-9=-18/2226, 7-8=-52/2226 WEBS 3-10=-658/41, 4-10=0/308, 5-9=0/318, 6-9=-746/46 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end verfical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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) 7, 2. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard BUTTE COUNT`! BUILDING DIVISION gppROVED O russ russ ype y y RESIDENCE 7356. AIG Hip 1 1 �JANDA Page 8 1.25 BC 0.55 BCLL 0.0 ' Rep Stress Incr Job Reference (optional) STOCKTON TRUSS, STOCKTON, CA 95215 - - 7.610 s Jan 29 2015 MiTek Indusbies, Inc. Mon Feb 15 14:35:08 2016 Page 1 I D:c_Sfm2wtJdfp9wLU7uzawvzBhl a-z6gDL7UNyC9cQsnvW3kfVg t iIsICPIVOgJ90xKzkgvX i -1-00 I 5-48 i 41111 i 145-0 1611-8I 24-3-8 6 1-00 Sh8 45.9 416-0 4-9 5-4-0 04 = 6x6 = Scale = 1:40.7 Camber = 5/16 in 3x8 = 3x8 = 5x6 = 3x6 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 TCDL 14.0 Lumber DOL 1.25 BC 0.55 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 BCDL 10.0 Code IBC2012lrP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.18Btr G BOT CHORD 2x4 DF No.18Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-0 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. 10 REACTIONS. (Ib/size) 7 = 1056/0-3-8 (min. 0-1-8) 2 = 1150/0-3-8 (min.0-1-8) Max Horz 2 = 45(LC 7) Max Uplift 7 = -20(LC 8) 2 = -46(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-16=-633/0, 2-2=-536/0, 2-3=-2328/101, 3-4=-1955/68, 4-5=-1805/75, 5-6=-1994/71, 6-7=-2422/109 BOT CHORD 2-17=0/587, 2-13=-43/474, 2-9=-55/2153, 8-9=0/1824, 7-8=-65/2255 WEBS 3-9=-380!73, 4-9=0/320, 5-8=0/343; 6-8=-447/81 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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) 7, 2. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. DEFL. in (loc) I/dell. L/d Vert(LL) -0.12 8-12 >999 360 Vert(TL) -0.46 8-12 >638 240 Horz(TL) 0.09 7 n/a n/a PLATES GRIP MT20 220/195 Weight: 99 Ib FT = 0% 9) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard AIH 4x4 = 3x8 = 40 = Page 9 scale = 1:40.7 Camber = 114 In 3x8 _ 3x8 = U4 11 5x8 = 3X5 Plate Offsets (X,Y)— [2:0-3-12,0-1-8),[8:0-3-4,0-1-8],[9:0-3-8,0-3-0] LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.11 10 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.36 10-11 >816 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 102 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No. 1&Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation auide. REACTIONS. (Ib/size) 8 = 1055/0-3-8 (min. 0-1-8) 2 = 1151/0-3-8 (min.0-1-8) Max Horz 2 = 36(LC 7) Max Uplift 8 = -20(LC 8) 2 = -46(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-396/0, 2-2=-500/0, 2-3=-2334/81, 3-4=-2151/61, 4-5=-2010/66, 5-6=-2052/70, 6-7=-2212/65, 7-8=-2477/92 BOT CHORD 2-19=0/366, 2-15=-13/497, 2-11=-43/2153, 10-11=-20/2414, 9-10=-20/2414, 8-9=-55/2307 WEBS 4-11=0/395, 5-11=-556/27, 5-9=-518/27, 6-9=0/418, 7-9=-255/59 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8, 2. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard BUTTE COUNTY BUILDING DIVISION APPROVED Job russ Truss I ype Uty ply RESIDENCE 7356 All Hip Girder 1 2 FANDA Page 10 Reference (optional) /.olu s Jan [y zulo MI1 eK Inaustnes, Inc. Mon reD lb 14:sb:13 201a P8g e 1 ID:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-K3d6OjYVnkovWdfsJdJgCjkZxtS74yWIgbtBdYzkgvS -1-04 6.60 10-1-5 14-2-11 18.4-0 2438 1-0-0 I 6-0-0 4-15 I 4-1-5 I 4-15 511.8 ' 4x5 = 4 oo I12 3x4 = 3x4 = 4x5 scale = 1:40.6 Camber = 7/16 in 4x4 =- -- -- 7x8 = 4x8 = 3x4 = 4x4 = . LOADING(psf) SPACING -2 -M CSI. DEFL. in floc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.17 9 >999 360 TCDL 14.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.61 9-10 >476 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.39 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code IBC20121TP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.1&Btr G. BOT CHORD 2x6 DF SS G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7 = 2347/0-3-8 (min. 0-1-8) 2 = 2569/0-3-8 (min. 0-1-8) Max Horz 2 = 29(LC 24) Max Uplift 7 = 113(LC 8) 2 = 1-145(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-426/24, 2-2=-2948/112, 2-3=-6508/331, 3-4=-5995/317, 4-5=-9264/490, 5-6=-6637/361, 6-7=-7004/371 BOT CHORD 2-16=-13/359, 2-2=-106/2765, 2-10=-270/6136, 10-17=-418/8480,17-18=-418/8480,9-18=-418/8480, 9-19=-431/8660, 19-20=-431/8660,8-20=-431/8660, 7-8=-310/6635 WEBS 3-10=-64/1829, 4-10=-2775/169, 4-9=-29/1082, 5-9=-45/862, 5-8=-2318/150, 6-8=-72/1907 NOTES- (13) 1) 2 -ply truss to be connected together with 10d (0.148"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 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S).section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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. PLATES GRIP MT20 220/195 Weight: 224 Ib FT = 0% 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 at --lb) 7=113, 2=145. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 619 Ib down and 67 Ib up at 6-0-0, 249 Ib down and 30 Ib up at 8-0-12, 249 Ib down and 30 Ib up at 10-0-12, 249 Ib down and 30 Ib up at 12-0-12, 249 Ib down and 30 Ib up at 12-3-4, 249 Ib down and 30 Ib up at 14-3-4, and 249 Ib down and 30 Ib up at 16-34, and 595 Ib down and 69 Ib up at 18-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-68, 3-6=-68, 6-7=-68, 2-7=-20 Concentrated Loads (lb) Vert: 8=-595(F) 10= 61&919(17N�-2y HFe Q',v2� 9(P) 19=-249(F) 20=-249(F) O - russNSSType SPACING- y y RESIDENCE 7356 B1 Hip Girder 1 1 �JANDA Page 11 TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Job Reference (optional) vvn vry , m—, a i —m. vrv, - y .. r,Olu s ian ZV Zu1D MI I ex lnDusines, Inc. Men YeD 1, 14:3bn4 AMU Ne e 1 ID:c_5fm2wtJdfp9wLU7uzawvzBhta-oGBUc3Z8Y2W nE2tKr'3txHieHpxpQlv2FC19_zkgvR •1.40 640 10-0-0 1640 r 1-00 i 640 4-00 i 6-40 6x6 = 45 = Scale = 1:27.3 Camber = 1/4 in — n Mb = 3x10 = LOADING(psf) SPACING- 2-M CSI.DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.09 6-7 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.33 6-7 >578 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.37 Horz(TL) 0.07 - 5 n/a n/a BCDL 10.0 Code IBC2012lrP12007 (Matrix -M) Weight: 70 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No. 1&Btr G BOT CHORD 2x6 DF SS G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. (REACTIONS. (Ib/size) 5 = 1432/0-3-8 (min. 0-1-8) 2 = 1516/0-3-8 (min. 0-1-10) Max Horz 2 = 29(LC 7) Max Uplift 5 = -61 (LC 8) 2 = -91 (LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3935/196, 3-4=-3629/197, 4-5=-3934/200 BOT CHORD 2-7=-143/3700,7-12=-142/3629,6-12=-142/3629, 5-6=-147/3700 WEBS 3-7=-13/911, 4-6=-16/907 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 5, 2. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 619 Ib down and 67 Ib up at 6-0-0, and 249 Ib down and 30 Ib up at 8-", and 619 Ib down and 67 Ib up at 9-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-68, 3-4=-08, 4-5=-68, 2-5=-20 Concentrated Loads (lb) Vert: 7=-619(B) 6=-619(B) 12=-249(8) 13UTTE COUNT' ,30LDING Dives®N AVP 1 - ROVED O fuss fuss Type y y RESIDENCE 7356 ,GR 7 Hip Girder .i 1 �IANDA Page 12 14.0 Lumber DOL 1.25 BC 0.26 Job Reference (optional) 51UGK1 UN I HU55, SIUGK I UN, CA 95215 - 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:16 2016 Page 1 I D:c_5fm2wtJdfp9wLU7uzawvzBh l a-keJF 1 kaO4fATN50R_ItXgMM6V5YgHOUB WZ5rDszkgvP 314157.0.0 440 12-1-1 16-0-0 310.15 31-0 2.0.0 31-0 31415 Scale = 1:25.5 Camber= 1rt 6 in 6x6 = 4x4 = LOADING(psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 14.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 ' Rep Stress Incr NO • WB 0.12 BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No. I&Btr G BOT CHORD 2x6 DF SS G WEBS 2x4 OF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 828/0-3-8 (min. 0-1-8) 6' = 814/0-3-8 (min. 0-1-8) Max Horz 1 = 28(LC 31) Max Uplift 1 = -64(LC 8) 6 =-137(LC 8) FORCES. (lb) - Max'. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1982/219,2-3=-1395/314,3-4=-1239/358, 4-5=-1346/376, 5-6=-1858/405 BOT CHORD 1-15=-179/1865,10-15=-179/1865,9-10=-179/1865, 9-16=-245/1282,8-16=-245/1282,8-17=-356/1748, 7-17=-356/1748,7-18=-356/1748,6-18=-356/1748 WEBS 2-9=-629/0, 3-9=-11/282, 3-8=-319/29, 5-8=-554/56 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 1 except Qt=lb) 6=137. DEFL. in (loc) I/defl Ud Vert(LL) -0.05 9 >999 360 Vert(TL) -0.12 9-10 >999 240 Horz(TL) 0.03 6 n/a n/a 4x5 = 1401 31415 PLATES GRIP MT20 220/195 Weight: 77 Ib FT = 0% 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 Ib down at 2-0-12, 159 Ib down at 4-0-12, 7 Ib down and 330 Ib up at 8-0-12, 8 Ib down and 205 Ib up at 10-0-12, and 71 Ib down and 108 Ib up at 12-0-12, and 120 Ib down and 36 Ib up at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S). Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=-68, 3-4=-68, 4-6=-68, 1-0=-20 Concentrated Loads (lb) Vert: 10=-159(F) 7= -71(F)15= -62(F) 16=102(F) 17=50(F) 18=-120(F) Job truss Truss Type uty ply JANDA RESIDENCE 7356 B2 HIP GIRDER 1 1 Page 13 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.14 Job Reference (optional) S I vCK 1 ON T nuSS, SI OCK I r4, CA abzu 7.510 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:18 2016 Page 1 ID:c_5fm2wtJdfp9wLU7uzawvzBh 1 a -h 1 Q?SQcecGOBcOYg6Av?vnSMAu7zlAaUztayllzkgvN -1-0-0 8.60 I 8.11-6 I 11.11-0 I 17-11.0 I 1&11-0 1.60 54)-o2.11.8 2-11-9 8.6 1. 0 00 1 Scale = 1:31.7 4 Camber = 3/8 In 4x8 = 3x4 = 4x6 = 016= 3xto= LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.14 8-9 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.54 8-9 >392 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(TL) 0.09 6 n/a n/a BCDL 17.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 81 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x6 DF SS G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MIT recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 9) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 585 Ib down and 101 Ib up at 6-0-0, 235 Ib down and 44 Ib up at 8-0-12, and 235 Ib down and 44 Ib up at 9-10-4, and 585 Ib down and 101 Ib up at 11-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Trusses in this job comply with CBC 2013 Section 2303 Part 4. REACTIONS. (Ib/size) LOAD CASE(S) 2 = 1797/0-3-8 (min. 0-1-15) Standard 6 = 1797/0-3-8 (min. 0-1-15) 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Max Horz Uniform Loads (plf) 2 = 28(LC 7) Vert: 1-3=-68, 3-5=-68, 5-7=-68, 2-6=-34 Max Uplift Concentrated Loads (lb) 2 =-101(LC 8) Vert: 9=-585(B) 8=-585(B) 14=-235(B) 15=-235(B) 6 =-101(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4805/227, 3-4=-4427/221, 4-5=-4427/221, 5-6=-4805/227 BOT CHORD 2-9=-157/4526, 9-14=-185/4725,14-15=-185/4725, 8-15=-185/4725, 6-8=-157/4526 WEBS 3-9=-34/1295, 4-9=-450/47, 4-8=-450/47, 5-8=-34/1295 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=8.4psf,, BCDL=4.2psf, h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=101, 6=101. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. BUTTE COUNTY ,,BUILDING DIVISION .APPROVED JOD rusS S Type y�Ply DEFL. RESIDENCE 7356 ':R �::p:irder 1 1 �JANDA Page 14 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.11 Job Reference (optional) n-, o 1 wn 1 n ooc 10 Lo 1U s Jan zu zvio MI l ex IMU5D1es, Inc- mon reD 1D 14:'SO:ZU ZUID r'8 B l ID:c_5fm2wtJdfp9wLU7uzawvzBhla-dQYls6du7ugvsihCDbxT?CXlsirmD7inRB33Mez qvL i 11 M - 10.11 I 17 .11.0 111-0 11-1 111-0 31-1 111-0 6x6 = 4x5 = Scale = 1:28.5 Camber = 114 in ow 11 4x4 = 3x8 = 2X4 II 3x10 = LOADING(psf) SPACING-2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.11 8-9 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.34 8-9 >619 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(TL) 0.08 6 n/a n/a BCDL 20.0 Code IBC2012lrP12007 (Matrix -M) Weight: 86 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x6 DF SS G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 1782/0-3-8 (min.0-1-14) 6 = 1719/0-3-8 (min. 0-1-13) Max Horz 1 = 28(LC 31) Max Uplift 1 = -82(LC 8) 6 = -82(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4373/219, 2-3=-3634/193, 3-4=-3281/182, 4-5=-3512/186, 5-6=-4116/207 BOT CHORD 1-15=-180/4132, 10-15=-180/4132,10-16=-180/4132, 9-16=-180/4132,9-17=-128/3391,17-18=-128/3391, 8-18=-128/3391,8-19=-168/3887,19-20=-168/3887, 7-20=-168/3887, 7-21=-168/3887, 6-21=-168/3887, 6-22=-115/2620 WEBS 2-10=-2/407, 2-9=-757/54, 3-9=-23/883, 3-8=-351/41, 4-8=-18/789, 5-8=-616/49, 5-7=-38/309 NOTES- (12) 1)•Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf-, BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 1, 6. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 9) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 212 Ib down and 48 Ib up at 1-4-12, 212 Ib down and 48 Ib up at 3-4-12, 212 Ib down and 48 Ib up at 5-4-12, 212 Ib down and 48 Ib up at 7-4-12, 150 Ib down and 94 Ib up at 9-4-12, 150 Ib down and 94 Ib up at 11-4-12, 150 Ib down and 94 Ib up at 13-4-12; and 150 Ib down and 94 Ib up at 15-4-12, and 150 Ib down and 94 Ib up at 17-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)�mbIncrease= _7.,2§, ,PI, ate,lnc�rease=1.25 Uniform Loads (plf)pQ**°'��tt''°°rr�g'' RR'"' CV'1'CVI � � i Vert: 1-3=-68, 34=-68, 4-6=-08, 1 6--40- Concentrated Loads (Ib)� I N �n 1 KQ�41 SIO N Vert: 12=-212(F) 15=-2 2F) 1?22 F -150(F) 19= -150(F) 20=150(F)21=-150(F)220��PR®ED Job RISSruss Type y y JANDA RESIDENCE 7356 �ClGE . GABLE 1 1 Page 15 Vert(LL) -0.01 9-10 >999 360 Job Reference (optional) I V yv v v vv v ID:c_5fm2wtJdfp9wLU7uzawvzBhta-Sc684SeXuBomTsGOnITiXP3zW6tilye0wfrpcv4zkgvK -1-0-0 1-36 611-0 126-8 IM 1a10A 1.60 I 138 I 5-7-8 5.7.8 I 138 I 166 ' 5x6 = 3x8 = 1x4 II 12 11 3x4 = 1x4 II 8 3x4 = Seale = 1:29.7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.01 9-10 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.04 9-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M). Weight: 104 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.18Btr G 'Except' T2,T3: 2x6 DF SS G BOT CHORD 2x4 DF No. 1&Btr G WEBS 2x4 DF Std G OTHERS 2x4 DF Std G 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 auide. REACTIONS. All bearings 1 6-0. (lb) - Max Horz 12= 81(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 12, 8 Max Grav All reactions 250 Ib or less at joint(s) 11, 9 except 12=565(LC 1), 8=565(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-610/68, 4-5=-610/68 BOT CHORD 11-12=-22/302, 10-11=-22/302, 9-10=0/299, 8-9=0/299 WEBS 3-12=-620/35, 5-8=-620/35 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 12, 8. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANS11TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard AAW r :� � ,• ,; ,' Job runs NSS Type CSI. y RESIDENCE 7356 1'.2 Common 1 i �JANDA Page 16 1.25 TC 0.56 Vert(LL) -0.15 8-9 Job Reference (optional) aiwnivry in�a�, aiv�.nlane, t, —Z../.D1usian28ZuiomiieRulousmes,mc. Mon FeD1b14:3b:23201e Paget 5.10-5 715-0 ID:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-1?EuV8gnQp2UjAQnvjVAcg9DKvupQSzD781jzyzkgvl -1-OA 16-11-12 22.10.0 2310-0 1-60 5-105 i 5812 8 512 i 5-165 l 1.60 4x5 = Scale = 1:38.9 Camber = 5116 in 3x4 = 3x8 = LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.15 8-9 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.44 8-9 >366 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 117 Ib FT = O% LUMBER - TOP CHORD 2x4 DF No. 1&Btr G BOT CHORD 2x4 DF No. 1&Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. MIT recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10 = 1163/0-3-8 (min.0-1-8) 11 = 371/0-3-8 (min. 0-1-8) 8 = 606/0-3-8 (min. 0-1-8) Max Horz 11 = 101(LC 7) Max Uplift 10 = -15(LC 8) 11 -39(LC 8) 8 = -42(LC 8) Max Grav 10 = 1163(LC 1) 11 = 405(LC 17) 8 = 612(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=0/278, 4-5=-336/72, 2-11=-282/68, 6-8=-289/68 BOT CHORD 8-9=0/488 WEBS 4-9=0/403, 5-9=-333/81, 4-10=-765/16, 3-10=-444/82, 5-8=-453/19 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. Il; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 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-" 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) 10, 11, 8. 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 with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard Job russ Truss Type Qty ply JANDA RESIDENCE 7356 C2GE GABLE 1 1 Page 17 I TC 0.53 -0.13 9-10 Job Reference (ootionall -•--•••-�•• •••mow. �•��•••�••. �,--��� r.vw aum, ca cu,u nu icn nmuau iea,nm, mun rcu io w.oa:<Y <v �o raga) ID:c_5fm2wtJdfp9wLU7uzawvzBh1a-VBnGiUhPB6ALKJ?zSROP92hNaJEK9vANMo1GWPzkgvH •1-00 . 1-3A 5705 115-0 1611.12 22-10-0 2310-0 1-40 1-38 4.6 $ 13 512 I 5$12 i 6105 1 2x4 = 5x6 = 5 Scale = 1:42.9 Comber = 1/4 in 4.00 12 1.41", ' 2x4 11 1.5x4 II ST13 T 2 1x4 It JX4 = 3x4 = M- — 3x8 = 2x4 II r LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.13 9-10 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.41 9-10 >399 240 BCLL 0.0 ' , Rep Stress Incr YES WB 0.46 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code IBC2012frP12007 (Matrix -M) Weight: 181 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G 'Except T3,T2: 2x6 DF SS G BOT CHORD 2x4 DF No.18Btr G WEBS 2x4 DF Std G 'Except W608,W10: 2x6 DF SS G OTHERS 2x4 DF Std G 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. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 11 = 1166/0-3-8 (min. 0-1-8) ' 9 = 604/0-3-8 (min. 0-1-8) 13 = 369/0-3-8 (min. 0-1-8) Max Horz 13 =-100(LC 6) Max Uplift 11 = -11(LC 8) 9 = -43(LC 8) 13 = -41 (LC 8) Max Grav 11 = 1166(LC 1) 9 = 606(LC 18) 13 = 409(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=0/314, 5-6=-324/72, 7-9=-293/69 BOT CHORD 9-10=0/475 WEBS 5-10=0/445, 6-10=-324/78, 5-11=-815/0, 4-11=-512/50, 6-9=-437/18, 3-13=-268/3 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=2ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 11, 9, 13. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard BUTTE COUNTY BUILDING DIVISION APPROIiED J O rus5 fuss Type TCLL y RESIDENCE 7356 �,2GR Common Girder 1 2 �JANDA Job Reference(optional)Page 18 S I OCKI ON TRUSS. S I VIER l ON, CA v5zlo 1.810 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:28; Pegge 1 I D:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-Oyt nYrkwFLhmpxllhG5LJus5jwcN5d8yGQ7UfAzkgvD 1-ao aatt 9-1-12 11-5.0 t3 a4 tate 22-10.0z3 tao 100 1 watt 4-5-2 2.3-4 z-3-0 I asz 1 aatt _6 :0 ' 5x8 II Scale = 1:38.9 Camber = 1118 in 3x4 II °%tl — 8x8 = 8x8 = 7x8 = 3x4 II LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 14.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code IBC2012/TPI2007 CSI.DEFL. -499/0-3-8 (min. 0-1-8) in (loc) I/defl Ud TC 0.39 Vert(LL) -0.04 11-12 >999 360 BC 0.39 Vert(TL) -0.13 11-12 >999 240 WB 0.84 Horz(TL) 0.01 10 n/a n/a (Matrix -M) 4982(LC 1) 10 = 3708(LC 18) LUMBER - TOP CHORD 2x4 DF No.18Btr G BOT CHORD 2x6 DF SS G WEBS 2x4 OF Std G 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, Except: 6-0-0 oc bracing: 13-14. REACTIONS. (Ib/size) 15 = -499/0-3-8 (min. 0-1-8) 13 = 4982/0-3-8 (min. 0-2-11) 10 = 3697/0-3-8 (min. 0-2-0) Max Horz 15 = 98(LC 7) Max Uplift 15 = -790(LC 25) 13 = -363(LC 8) 10 = -111(LC 8) Max Grav 13 = 4982(LC 1) 10 = 3708(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10/816, 3-4=-43/943, 4-5=-11/903, 5-6=-2449/105, 6-7=-2470/77, 7-8=-3940/112, 2-15=-138/408, 8-10=-2659/96 BOT CHORD 14-17=-754151,17-18=-754/51,13-18=-754/51, 13-19=-12/651, 19-20=-12/651,12-20=-12/651, 12-21=-25/3633, 21-22=-25/3633, 11-22=-25/3633 WEBS 5-12=-127/4142,7-12=-1626/88,7-11=-55/1165, 5-13=-3719/104, 4-13=-282/51, 3-13=-364/211, 2-14=-799/0, 8-11=-42/3692 PLATES GRIP MT20 220/195 Weight: 297 Ib FT = 0% 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 15=790, 13=363, 10=111. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 532 Ib up at 0-1-13, 5 Ib down and 143 Ib up at 2-5-4, 5 Ib down and 143 Ib up at 4-54, 5 Ib down and 143 Ib up at 6-5-4, 5 Ib down and 143 Ib up at 8-54, 1052 Ib down and 42 Ib up at 10-5-4, 1052 Ib down and 42 Ib up at 12-5-4, 1052 Ib down and 42 Ib up at 14-5-4, 1052 Ib down and 42 Ib up at 16-5-4, 1052 Ib down and 42 Ib up at 18-54, and 724 Ib down and 34 Ib up at 20-5-4, and 716 Ib down and 34 Ib up at 22-84 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-68, 2-5=-68, 5-8=-68, 8-9=-68, 10-15=-20 Concentrated Loads (lb) Vert 15=331(B)11= -1052(B)14=82(8)10= -716(B) 16=82(B)17=82(B)18=82(B) 19= -1052(B)20= -1052(B)21= -1052(B)22= -1052(B)23= -724(B) NOTES- (12) 1) 2 -ply truss to be connected together with 10d (0.148'x3") nails as follows: COUNTY Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. BUTTE Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. ®I \ V/f S I Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. BUILDING 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 APPROVED \�///� distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4 Oruss russ Type 2-0-0 y JANDA RESIDENCE 7356 �'-Gl Diagonal Hip Girder 9 1 Page 19 TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Job Reference (optional) o i vvn, vry , nvoo, o i wn. vrv, 1,n nada tmiu s Jan Le zu15 MI I eK Inauslrles, Inc. Mon Feb 15 14:35:30 2016 Page 1 ID:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-KL9XzXIAnyxU2ES7ph7pPJxUXkHeZibFkkUbj2zkgvB -150 4-7.3 64.5 1 150 I 4-7- I 392 1.5x4 11 Scale = 1:17.4 Camber = 3r16 In LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.05 7-10 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.26 7-10 >371 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(TL) 0.01 7 n/a n/a BCDL 17.0 Code IBC2012/TP12007 (Matrix -M) Weight: 33 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G 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-M oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 455/0-5-0 (minr.0-1-8) 7 = 398/Mechanical Max Horz 2 = 67(LC 5) Max Uplift 2 = -30(LC 8) 7 = -9(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-698/41, 3-11=-535/43 BOT CHORD 2-13=-55/701, 13-14=-55/543, 7-14=-55/543 WEBS 3-7=-564/43 NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 gibers) 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) 2, 7. 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 with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 Ib down and 50 Ib up at 2-9-8, 41 Ib down and 50 Ib up at 2-9-8, and 67 Ib down and 57 Ib up at 5-7-7, and 67 Ib down and 57 Ib up at 5-7-7 on top chord, and 16 Ib down and 40 Ib up at 2-9-8, 16 Ib down and 40 Ib up at 2-9-8, and 43 Ib down and 33 Ib up at 5-7-7, and 43 Ib down and 33 Ib up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-4=-68, 4-5=-68, 6-8=-34 Concentrated Loads (lb) Vert: 11=101(F=50, B=50) 12=-10(F=-5, B=-5) 13=33(F=17, B=17) 14=-28(F=-14, B=-14) 811TTE" C0lJNTY BA�PRovED Job fuss fuss ype CSI. y RESIDENCE 7356 CG2 Diagonal Hip Girder 2 1 �IANDA Page 20 1.25 BC 0.38 BCLL 0.0 ' Rep Stress Incr Job Reference (optional) STOCKTON TRUSS, STOCKTON, CA 95215 7.610 s Jan 29 2015 MiTek Industries,Inc, Mon Feb 15 14:35:312016 Page 1 ID:c_5fm2wtJdfp9wLU7uzawvzBh l a-oXjwAtmoYG3LgO1 JNPe2xWUfP8eJ19oPzO.E8FVzkgvA a7-3 B-45 4.7-3 i - 3.42 1.5x4 II Scale: 314 =1' Camber = 3116 in LOADING(pso SPACING -2;0 (loc) CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 TCDL , 14.0 Lumber DOL 1.25 BC 0.38 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 BCDL 10.0 Code IBC2012ITP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.18Btr G WEBS 2x4 DF Std G 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 recomends that Stabilizers and required cross bracing be installed during truss erectionm, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 328/0-4-9 (min. 0-1-8) 6 = 374/Mechanical Max Horz 1 = 63(LC 18) Max Uplift 6 = -10(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-10=-680/42, 2-10=-544/46 BOT CHORD 1-12=-55/682, 12-13=-55/553, 6-13=-55/553 WEBS 2-6=-574/50 NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. N 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) 6. 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 with fixed heels' Member end fixity model was used in the analysis and design of this truss. DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.05 6-9 >999 360 MT20 220/195 Vert(TL) -0.24 6-9 >411 240 Horz(TL) 0.01 6 n/a n/a Weight: 31 Ib FT = 0% 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 Ib down and 48 Ib up at 2-9-8, 41 Ib down and 50 Ib up at 2-9-8, and 65 Ib down and 57 Ib up at 5-7-7, and 67 Ib down and 57 Ib up at 5-7-7 on top chord, and 9 Ib down and 24 Ib up at 2-9-8, 16 Ib down and 21 Ib up at 2-9-8, and 25 Ib down and 12 Ib up at 5-7-7, and 43 Ib down and 13 Ib up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11 Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert- 1-3=-68, 3-4=-68, 5-7=-20 Concentrated Loads (lb) Vert 10=98(F=48, B=50) 11=-9(F=-4, B=-5) 12=-4(F=-1, B=-3) 13=-51(F=-17, B=-34) Job russ Truss Type Qty Ply JANDA RESIDENCE 7356 CG3 Diagonal Hip Girder 1 1 Page 21 1.25 BC 0.38 BCLL 0.0 ' Rep Stress Incr Job Reference (optional) 5TOCKI ON mOSS, S, tn.mi ON, t m vo[ w /.111U 5 Jan Z5 2u1b M118x IndUStnes, Inc. Mon FBD 15 14:35:33 2018 Pagge 1 ID:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-IwggbYo23tJ3viBiUgg WOxZ?jxKim3li0ijFKNzkgv8 1.5x411 Scale: 3/4'=1' Camber= 3/16 in 3x5 = LOADING (psf) SPACING -210 (loc) CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 TCDL 14.0 Lumber DOL 1.25 BC 0.38 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 BCDL 10.0 Code IBC2012/fP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No. 1&Btr G BOT CHORD 2x4 DF No. 1&Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MIT recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 311/0-2-1 (min. 0-1-8) 6 = 375/Mechanical Max Horz 1 = 62(LC 5) Max Uplift 6 = -10(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-604/40, 2-10=-546/44 BOT CHORD 1-12=-53/601, 12-13=-53/554, 6-13=-53/554 WEBS 2-6=-575/47 NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6. 8) This truss is designed in accordance with.the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) -0.05 6-9 >999 360 MT20 220/195 Vert(TL) -0.23 6-9 >402 240 Horz(TL) 0.01 6 n/a n/a Weight: 30 Ib FT = 0% 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 Ib down and 49 Ib up at 2-7-6, 41 Ib down and 50 Ib up at 2-7-6, and 66 Ib down and 57 Ib up at 5-5-5, and 67 Ib down and 57 Ib up at 5-5-5 on top chord, and 8 Ib down and 25 Ib up at 2-7-6, 16 Ib down and 21 Ib up at 2-7-6, and 26 Ib down and 12 Ib up at 5-5-5, and 43 Ib down and 13 Ib up at 5-5-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase= 1.25 Uniform Loads (plo Vert: 1-3=-68, 3-4=-68, 5-7=-20 Concentrated Loads (lb) Vert 10=100(F=50, B=49) 11=-10(F=-5, B=-5) 12=-3(F=-3, B=1) 13=-52(F=-34, B=-19) Job 1 ss russ ype y y RESIDENCE 7356 D7 Hip Girder 1 2 �JANDA Job Reference(optional)Page 22 STOCKTON TRUSS, STOCKKTON, CA 95215 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:37 2016 Page 1 I D:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-dh4BRwrZ76pVOJVTjfISBnkfDZf_ijpHLKhTT9zkgv4 5-,o 8 10-1oa 15-10.8 zo-lo-s z9:631-tos 5-10 a soo 5-0-0 1 5-0-0 • 5-0-04 ao-a 4.00 12 4x4 = 1x4 11 3x8 = 4x5 = Scale = 1:51.4 Camber = 1/2 in 3x4 = 4x5 = �- 2x4 II �- 8x10 = -- -- 2x4 II -- - 4x4 LOADING(psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 TCDL 14.0 Lumber DOL 1.25 BC 0.49 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 BCDL 10.0 Code IBC2012/fP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No. 1&Btr G BOT CHORD 2x6 DF SS G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: 6-0-0 oc bracing: 12-14. REACTIONS. (Ib/size) 7 = 2340/0-3-8 (min. 0-1-8) 12 = 3887/0-3-8 (min. 0-2-1) Max Horz PLATES GRIP 12 = 23(LC 24) Max Uplift >999 7 = -100(LC 8) 12 = -278(LC 8) Max Grav >423 7 = 2371 (LC 18) 12 = 3887(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-211/668, 2-3=-198/711, 3-17=-8555/433, 4-17=-8555/433, 4-18=-8555/433,5-18=-8555/433,5-6=-6935/329, 6-7=-6884/324 BOT CHORD 1-19=-587/223,12-19=-587/223,12-20=-251/5195, 20-21=-251/5195,11-21=-251/5195,11-22=-251/5195, 22-23=-251/5195,10-23=-251/5195,10-24=-419/9212, 24-25=-419/9212,9-25=-419/9212,9-26=-419/9212, 26-27=-419/9212, 8-27=-419/9212, 8-28=-266/6509, 7-28=-266/6509 WEBS 2-12=-543/112, 3-12=-5967/313, 3-11=-13/617, 3-10=-230/3684, 4-10=-306/62, 5-10=-781/76, 5-9=-11/719, 5-8=-2475/169, 6-8=-68/1893 DEFL. in (loc) I/defi L/d PLATES GRIP Vert(LL) -0.21 9-10 >999 360 MT20 220/195 Vert(TL) -0.72 9-10 >423 240 Horz(TL) 0.11 7 n/a n/a Weight: 302 Ib FT = 0% 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ;.end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 2-0-0 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) 7 except Qt --1b) 12=278. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 596 Ib down and 68 Ib up at 5-10-7, 249 Ib down and 30 Ib up at 7-11-3, 249 Ib down and 30 Ib up at 9-11-3, 249 Ib down and 30 Ib up at 11-11-3, 249 Ib down and 30 Ib up at 13-11-3, 249 Ib down and 30 Ib up at 15-10-7, 249 Ib down and 30 Ib up at 17-9-11, 249 Ib down and 30 Ib up at 19-9-11, 249 Ib down and 30 Ib up at 21-9-11, and 249 Ib down and 30 Ib up at 23-9-11, and 595 Ib down and 69 Ib up at 25-9-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-68, 2-6=-68, 6-7=-68, 1-7=-20 Concentrated Loads (lb) Vert: 10=249(F) 19=5960 20=-249(F) 21=249 F 22=-2490 23=-249(F) 24=249(F) 25=-249(F) 26=249(F) 27=249 NOTES- (13) 1) 2 -ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. BUTTE C®U s'v W Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. (_ry/ Webs connected as follows: 2x4 l 1 row at 0-9-0 oc. I I ®I 1� 1 ®IV I S I �,{! 2) All loads are considered equally applied to all plies, except if noted as front (F) or'b ck l� � V ! (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided t distribute only loads noted as (F) or (B), unless otherwise indicated. APPROVED 7 7 O fuss Truss I ype Uty Ply JANDA RESIDENCE 7356 - D1A Hip - 1 1 Page 23 TCDL 14.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.44 8-9 >699 240 Job Reference (optional) STOCKTON TRUSS, STOCKTON, CA 95215 - - 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:38 2016 Page 1 ID:c_Sfm2wtJdfp9wLU7uzawvzBh l a-5teZeGrBuQxLOT3gHNGhj?Hngy?QRG mRa_QO?bzkgv3 7.10 23.10.8 7 7-1 5.0.0 5-4-0 519 3S .. Scale = 1:51.9 Camber = 5116 In rs, 5x12 MT18H= 4.00 12 3x5 = 3x4 = 4x4 = 3x8 = 3x4 // 3x5 = 4x4 = LOADING(psf) 3x8 = 6x8 = 4x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.11 8-9 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.44 8-9 >699 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) . Weight: 130 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1Btr G BOT CHORD 2x4 DF & tr G 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent WEBS 2x4 DF Std td G G with any other live loads. BRACING- 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all TOP CHORD areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and Structural wood sheathing directly applied or 4-2-15 oc purlins. any other members. BOT CHORD 7) A plate rating reduction of 20% has been applied for the green lumber members. Rigid ceiling directly applied or 5 2-9 oc bracing. 8) Refer to girders) for truss to truss connections. WEBS 9) Provide mechanical connection (by others) of truss to bearing plate capable of 1 Row at midpt 3-10 withstanding 100 Ib uplift at joint(s) 7, 11 except at --lb) 1=310. 10) This truss is designed in accordance with the 2012 Intemational Building Code MiTek recommends that Stabilizers and required cross bracing be installed during section 2306.1 and referenced standard ANSI/TPI 1. truss erection in accordance with Stabilizer Installation guide. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. REACTIONS. (Ib/size) 12) Trusses in this job comply with CBC 2013 Section 2303 Part 4. 1 = -141/Mechanical 7 = 1036/0-3-8 (min. 0-1-8) LOAD CASE(S) 11 = 1910/0-3-8 (min. 0-2-1) Standard Max Hori 1 = -32(LC 6) Max Uplift 1 =-310(LC 18) = -21(LC 8) 1 _ 27(LC 8) COUNTY Max Grav M = 15(LC 4) BU T = 1036(LC 1) BUIL® #NG ®MSI®N 1 FORCES. (lb) Max. Comp./Max. en.)- All forces 250 (lb) or less except when shown. APPROVED TOP CHORD 1-2=-785/1465, 2-18=0/361, 3-18=0/358, 3-4=-1948/60, 4-19=-2008/69, 5-19=-2006/70, 5-6=-2151/65, 6-7=-2417/93 BOT CHORD 1-11=-1362/1074, 10-11=-310/34, 9-10=-21/1467, 8-9=-35/2252, 7-8=-56/2250 WEBS 2-11=-1992/27, 2-10=0/873, 3-10=-1960/58, 3-9=0/674, 4-9=-428/61, 4-8=-407/63, 5-8=0/389 Q R it '. NOTES-. (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; , BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber ' DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated.T vI E 5 Job 8155 russ Type y y RESIDENCE 7356 016 Hip 1 1 �JANDA Page 24 9 14.0 Lumber DOL 1.25 BC 0.51 Job Reference o tional STOCKTON TRUSS, STOCKTON. CA 95215 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:39 2016 Page 1 ID:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-Z4Bxscspfj3Cedesr4nwGCp?RM K4AewaoeAZx 1 zkgv2 62.12 i 9.168 1 15-10-8 1 21-168 i 2659 I 31.168 1 5-2-12 67-12 6-00 660 4-7-1 4x4 = 3x8 = 4x4 = Scale = 1:51.8 Camber = 5/16 In 3x4 - 1.5x4 11 4x10 = 5x0 = 3x8 = 4x5 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 TCDL 14.0 Lumber DOL 1.25 BC 0.51 BCLL 0.0 " Rep Stress Incr YES WB 0.65 BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No. 1&Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = -60/Mechanical 7 1055/0-3-8 (min. 0-1-8) 11 = 1809/0-3-8 (min. 0-1-15) Max Horz 8-17 1 = 40(LC 6) Max Uplift Vert(TL) 1 = -185(LC 18) 7 = -19(LC 8) 11 = -37(LC 8) Max Grav 7 1 = 16(LC 4) 7 = 1055(LC 1) 11 = 1809(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-49211003, 2-3=-551/46, 3-18=-484/51, 4-18=486/50, 4-19=-1815174, 5-19=-1813175, 5-6=-1966/68, 6-7=-2402/108 BOT CHORD 1-11=-917/640, 10-11=-917/42,9-10=0/1715,8-9=0/1715, 7-8=-64/2235 WEBS 2-11=-1653/67,2-10=-4/1588, 4-10=-1421/38, 5-8=0/334, 6-8=-440/83 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.12 8-17 >999 360 MT20 220/195 Vert(TL) -0.46 8-17 >672 240 Horz(TL) 0.06 7 n/a Plat Weight: 134 Ib FT = 0% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 atjoint(s) 7, 11 except at=1b) 1=185. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) 'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard BUTTE COUNTYBUILDING DIVISION APPROVED J013 Truss Truss TypeQtYy 1073/0-3-8 (min. 0-1-8) - JANDA RESIDENCE 7356 01C Hip 1 1 Page 25 1 = CSI. DEFL. in (loc) Job Reference (optional) ���• ^� � �+ �� �+ ��� �� - /.o iu s ian zu euib ml l ex lnausales, lnc. mon reD 10- 14:3b:4u Zu1d !'8g e 1 I D:c-5fm2wtJdfp9wLU7uzawvzBh l a-1 GIJ3ytRQ 1 B3FnD20ol9oQM8dmh lv5Oj l Iv74Tzkgvl 6. -8 11-10-8 75-10-8 I 19.10-8 I 255.9 31 -tae 6-38 57.7 4-0-0 4-0-0 57.1 6.5.0 4x4 = 3x4 = 4x4 = Scale = 1:51.8 Camber = 5/16 in 30 = 1.50 II 5x8 = 5x8 = 1x4 II 3x5 = 6-2.12 11.10.8 1&10.8 255.9 31-10-8 &2-t2 i 5-7-12 i a.(u1 I I i A I$ Plate Offsets (X,Y)— [1:0.1-8,Edge), [9:0-3-4,0-3-4), [10:0-3-4,0-3-0) 7 = 1073/0-3-8 (min. 0-1-8) 11 = 1701/0-3-8 (min. 0-1-13) Max Horz 1 = LOADING(psf) Max Uplift SPACING- 2-M 1 = CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 91(LC 17) Plate Grip DOL 1.25 1073(LC 1) TC 0.39 Vert(LL) -0.11 9-10 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.43 9-10 >711 240 BCLL 0.0 ' Rep Stress Incr YES WB 0166 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code IBC2012frP12007 (Matrix -M) Weight: 135 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 31/Mechanical 7 = 1073/0-3-8 (min. 0-1-8) 11 = 1701/0-3-8 (min. 0-1-13) Max Horz 1 = -49(LC 6) Max Uplift 1 = -88(LC 18) 7 = -21(LC 8) 11 = -33(LC 8) Max Grav 1 = 91(LC 17) 7 1073(LC 1) 11 = 1701(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.. TOP CHORD 1-2=-530/714, 2-3=-1000/55, 3-4=-888/63,4-5=-1617177, 5-6=-1776/70, 6-7=-2440/74 BOT CHORD 1-11=-630/655, 10-11=-630/32, 9-10=0/1423, 8-9=-24/2260, 7-8=-45/2260 . WEBS 2-11=-1553/71, 2-10=0/1613, 4-10=-770/41, 4-9=0/287, 5-9=0/305, 6-9=-684/59 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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) 1, 7, 11. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIIrPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard L.ITY UTTE bJ®U� BUILDING DIvISION APPROVED O ruSS russ Type CSI. DEFL. RESIDENCE 7356 D1D Hip 1 1 IJANDA Page 26 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.09 Job Reference (optional) STOCKTON TRUSS,,STOCKTON, CA 95215 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:412016 Page 1 1 D:c_5fm2wtJdfp9wLU7uzawvzBh 7 a-WSJiHlu3BLJwtxoEyVgOLduG 1 A2teZptGyfgcwzkgv0 6-2-12 14148 17-148 2554 31460 42-12 7.7-12 4-00 7.7.12 I 6.44 i 6x6 = 4x5 = Scale = 1:51.9 Camber = 5116 In 3x4 = 1.5x4 II 4x5 = 5x10 = 1x4 II 4x4 = r- 1$ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.09 7-8 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.40 7-8 >778 240 1628(LC 1) BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) Weight: 136 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No. 1&Btr G BOT CHORD 2x4 DF No. 1&Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 86/Mechanical 6 = 1091/0-3-8 (min. 0-1-8) 10 = 1628/0-3-8 (min. 0-1-12) Max Horz 1 = -57(LC 6) Max Uplift 1 = -16(LC 18) 6 = -21(LC 8) 10 = -32(LC 8) Max Grav 1 = 140(LC 17) 6 = 1091(LC 1) 10 = 1628(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-405/448, 2-3=-1268/72, 3-4=-1439/90, 4-5=-1606/78, 5-6=-2587/75 BOT CHORD 1-10=-368/479, 9-10=-368/27,8-9=0/1130,7-8=-28/2408, 6-7=-42/2408 WEBS 2-10=-1449/91, 2-9=0/1528, 3-9=-323/46, 3-8=-10/529, 5-8=-1008/67, 5-7=0/263 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girders) 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) 1, 6, 10. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard BUTTE COUNTY BUILVING UNI ED ,r% O\t Job_ fuss Truss I ype QtY CSI. RESIDENCE 7356 WE Hip - 1 1PIY�JANDA 1 Page 27 ' TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Job Reference (optional) STOCKTON TRUSS, STOCKTON, CA 95215 7.510 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:42 2016 Page 1 ID:c_5fm2wtJdfp9wLU7uzawvzBhta- ft4UduiyeRnV4NRWCLdurRV5aPNN000UcOD8Mzkgvr l 6-2.12 I 10.11-6 l 15.7.15 16-1.1 20.9-11 25.6.5 I 31.10-8 6-2-12 4.10 a 6-10 r 4 6-10 a 6-10 6-4-3 scale = 1:51.9 Camber = 3116 In 4x4 = 4x4 = 3x4 = 1.5x4 II 4x5= 3x4 = 5x6 = 3x4 = 1x4 II 3X5 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.08 9-10 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.27 9-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code IBC2012lrP12007 (Matrix -M) Weight: 147 Ib FT = 0% LUMBER - TOP CHORD 2x4 OF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-17,13-14. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 50/0-2-0 (min. 0-1-8) 8 = 1082/0-3-8 (min. 0-1-8) 14 = 1673/0-3-8 (min. 0-1-13) Max Horz 1 = -64(LC 6) Max Uplift 1 = -51(LC 18) 8 = -22(LC 8) 14 = -29(LC 8) Max Grav 1 = 124(LC 17) 8 = 1082(LC 1) 14 = 1673(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-570/660, 2-3=-939/66, 3-4=-1211/89, 4-5=-1108/93, 5-6=-1244/90, 6-7=-1866/82, 7-8=-2449/69 BOT CHORD 1-14=-560/699,13-14=-560/28,12-13=0/835,11-12=0/1108, 10-11=0/1724,9-10=-20/2265,8-9=-58/2265 WEBS 2-14=-1504/69,2-13=0/1533,3-13=-591/40,3-12=0/420, 5-11=-5/407, 6-11=-794/44, 6-10=0/392, 7-10=-598/36 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS _(directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 at joint(s) 1. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 1, 8, 14. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIIrPI 1. 10) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard Job Truss Truss I ype Uty CSI. RESIDENCE 7356 D1F Common 3 [YNDAJA 1 Page 28 14.0 Lumber DOL 1.25 BC 0.56 Job Reference (optional) S I UUK I UN I KU5S, S I UU I UN, UA 95215 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:43 2016 Page 1 ID:c_5fm2wtJdfp9wLU7uzawvzBhla-SrRShzvKjyZe6Eyd4wssQ2_gwzhE6PLAjG8ngozkgv_ 1-00. 5.10-10 10-115 16tY0 22-0-0 26.7.1 32-0-0 11-0-0 s10-10 5.0-11 I 5.0-11 1 6-0-0 1 0-7-1 5-4-15 1 �1 Scale = 1:52.7 Camber = 12 In 4x4 = 4x4 = - 3x8 = 3x4 = 5x12 = 4x4 __ 3x10 = 1x4 11 3x8 = LOADING(psf) SPACING -2 -M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 14.0 Lumber DOL 1.25 BC 0.56 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No. 1&BV G *Except* B3: 2x6 DF SS G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8 = 1557/0-3-8 (min.0-1-11) 2 = 1577/0-3-8 (min.0-1-11) Max Horz 2 = 71 (LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3728/0, 3-4=-3412/0, 4-5=-1388/0, 5-6=-1373/0, 6-7=-3438/0, 7-8=-3866/0 BOT CHORD 2-12=0/3480,11-12=0/3016,11-20=0/3246,20-21=0/3238, 10-21=0/3232,9-10=0/3609,8-9=0/3609 WEBS 3-12=-370/83,4-12=0/366,4-11=-157/650,11-13=0/545, 5-13=0/613, 6-10=0/339, 7-10=-447/62, 6-13=-2044/0, 4-13=-2021/0 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11Omph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 250.01b AC unit load placed on the bottom chord, 19-0-0 from left end, supported at two points, 3-0-0 apart. 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-" 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. DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.16 10 >999 360 MT20 220/195 Vert(TL) -0.64 10 >605 240 Horz(TL) 0.18 8 n/a n/a Weight: 157 Ib FT = 0% 114 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 with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard O nlss truss Type y y JANDA RESIDENCE 7356 DiG COMMON 2 1 Page 29 TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Job Reference (optional) 51 UGK 1 UN I KU55, 51 oGK ION, LA 95215 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:44 2018 Pa,2ae 1 ID:c_5fm2wtJdfp9wLU7uzawvzBhla-w17gvJwyUGiVkOXpddN5zGWrVNOBrsdJyw""I —quz 1.0.0 570-10 10-11' 1600 22-0-0 2'7-1 32-0.0 334.0 1-0.01 '10-10 ' 5-0.11 I 50-11 i 6-0-0 I 4.7.1 I 5 -SO i 1-0-0 l scale = 1:53.4 camber = 1/2 in 40 = 3x8 = 3x4 = 5x12 4x4 = 4x4 = 3x10 = 1x4 II 3x8 = = I$ is LOADING(psf) SPACING -2 -" CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.16 11 >999 360 MT20 226/195 TCDL 14.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.63 11 >606 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.18 8 n/a n/a BCDL 10.0 Code IBC2012frP12007 (Matrix -M) Weight: 159 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF NO.l&Btr G BOT CHORD 2x4 DF No.1&Btr G 'Except' B3: 2x6 OF SS G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1576/0-3-8 (min. 0-1-11) 8 = 1626/0-3-8 (min. 0-1-12) Max Horz 2 = -70(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3725/0, 3-4=-3408/0, 4-5=-1388/0, 5-6=-1373/0, 6-7=-3432/0, 7-8=-3846/0 BOT CHORD 2-13=0/3477,12-13=0/3013,12-21=0/3240,21-22=0/3232, 11-22=0/3226,10-11=0/3588,8-10=0/3588 WEBS 3-13=-370/83,4-13=0/366,4-12=-159/647,12-14=0/545, 5-14=0/613, 6-11=0/337, 7-11=-432/60, 6-14=-2037/0, 4-14=-2015/0 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 250.01b AC unit load placed on the bottom chord, 19-0-0 from left end, supported at two points, 3-0-0 apart. 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-M 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) 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 with fired heels" Member end fixity model was used in the analysis and design of this truss. 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard BUTTE COUNTY N BUILDING Divas ,PPROV Job I rus5 Truss Type Uty plyJANDA RESIDENCE 7356 D1H COMMON 1 1 Page 30 Plate Grip DOL 1.25 TC 0.32 Vert(LL) Job Reference (optional) ....,........ ,, ..... :aa:vo cv io r0- a i ID:c 5fm2wtJdfp9wLU7uzawvzBhla-s07bK?yCOtyDzihC12PZ2hcBDBk_JrTcPDMRG7z qux 1-0-0 $10-10 10-11.5 7&0-0 - 22-0-0 20-7-0 20-7-0 31$8 1-0-0 I S1a10 i 5-011 5-0-11 6-0-0 I 47-1 I 3-04 I 2-1-0 $1 Scale = 1:52.5 Camber a 3/8 in 4x4 = 5 4x5 = �.. — 502 = „ — — 3X10 = 3x10 = 2x4 II 3x4 = LOADING(psf), SPACING -2 -M CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.11 13-14 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.48 13-14 >740 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) Weight: 161 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G *Except* B3: 2x6 DF SS G WEBS 2x4 DF Std G *Except* W10: 2x4 DF No.1&Btr G BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins BOT CHORD Rigid ceiling directly applied or 5-10-12 oc bracing. MlTek recommends that Stabilizers and required cross bracing be installed during M erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9 = -513/Mechanical 2 = 1432/0-3-8 (min. 0-1-8) 10 = 2189/0-3-8 (min. 0-2-5) Max Horz 2 = 70(LC 7) Max Uplift 9 =-513(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3307/0, 3-4=-2983/0, 4-5=-1652/0, 5-6=-1669/0, 6-7=-2475/0, 7-8=-1668/0, 8-9=0/1307 BOT CHORD 2-14=0/3083, 13-14=0/2584, 13-22=0/2332, 22-23=0/2325, 12-23=0/2319,11-12=0/1540, 10-11=-1192/0,9-10=-1192/0 WEBS 3-14=-379/81, 4-14=0/399, 4-13=-562/134,13-15=0/727, 5-i5=01747,7-12=0/844,7-11=-752/0,6-15=-979/0, 4-15=-976/0, 8-10=-1961/0, 8-11=0/2832 NOTES- . (11). 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf,, BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 250.Olb AC unit load placed on the bottom chord, 19-0-0 from left end, supported at two points, 3-0-0 apart. 4) This truss has been designed for a. 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 Qt=1b) 9=513. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) 'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard BUTTE COUNT' BUILDING DIVISION .APPROVED ED A o russ fussype CSI. y RESIDENCE 7356 D11 Common 4 1 �JANDA Page 31 TC 0.32 Vert(LL) -0.14 10-11 >999 360 Job Reference (optional) va.ni viv i nua�, o w H oo� io 1.0 1u s Jan [e zu10 m11 ex inousmes, m . mon reD lb 14:"35:4(ZUld Pagel ID:c_5fm2MJdfp9wLU7uzawvzBh 1 a-KcgzXLygrrA44bsFOJmwobu8NOb272Cglet6_pZzkquw 8-04 19116 15-10.6 29910 25812 z95-12 31.70 5-04 4-11.2 4-11-2 4-11.2 4-11-2 390 2.14 Scale = 1:50.2 Camber = 318 in 44 = 8 la 3x4 = 3x4 = 5x8 = We = 1.5x4 11 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.14 10-11 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.49 10-11 >579 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code IBC2012/fP12007 (Matrix -M) Weight: 140 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt=length) 12=0-3-8, 9=0-3-8 (lb) - Max Horz 1= 65(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 1, 12, 9 except 8=-123(LC 1) Max Grav All reactions 250 Ib or less at joint(s) 1, 8 except 12=1480(LC 1), 9=1325(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250,(Ib) or less except when shown. TOP CHORD 1-2=-668/278, 2-3=0/257, 3-4=-1135/75, 4-5=-1137/75, 5-6=-1525/69, 6-7=-1521/24, 7-8=-19/402 BOT CHORD 1-12=-76/788, 11-12=0/897, 10-11=0/1374, 9-10=-340/25, 8-9=-340/25 WEBS 2-12=-402/71, 3-12=-1374/28, 3-11=0/264, 4-114/416, 5-11=-471/72, 6-10=-265/58, 7-10=-4/1783, 7-9=-1242/39 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. ll; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) Refer to girder(s) for truss to truss connections. k 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 12, 9 except (jt=1b) 8=123. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-68, 4-8=-68,12-13=-40(F=-20),12-16=-20 BU��G D �NgiON B�PPR�v�� 'e Job Truss ,Truss Type Qty Ply RESIDENCE 20.0 Plate Grip DOL 1.25 TC 0.37 TCDL 7356 D1J Common - 5 1 JiANDA Page 32 0.0 ' Rep Stress Incr NO WB 0.49 Job Reference (optional) STOCKTON TRUSS, STOCKTON, CA 95215 - 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:48 2016 Page 1 I D:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-ooELlhzSXUCxD?gbsTS 176hXv_NynmYvtXrYLOzkquv 6-0-0 10-116 15-10-8 20-9.10 25-8-12 20-5-12 37.7.0 6.0-4 alt -2 4-11.2 4-11.2 4-11-2 3.9.0 2-1-4 1 R 0 Scale = 1:50.2 Camber = 7/16 in 4x4 = 3x4 = 3x4 = . 5x8 = 3x10 = 1x4 II 3x5 - LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 TCDL 14.0 Lumber DOL 1.25 BC 0.66 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 BCDL 10.0 Code IBC20121TP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.18Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-15. WEBS 1 Row at midpt , 3-12 FgiiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) in (loc) 1 = 117/Mechanical 8 = 1072/Mechanical 12 = 1711/0-3-8 (min. 0-1-13) Max Horz 360 1 = 65(LC 7) Max Uplift >545 1 = -54(LC 18) 8 = -22(LC 8) 12 = -28(LC 8) Max Grav 1 = 122(LC 17) 8 = 1072(LC 1) 12 = 1711(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-585/576, 2-3=0/553, 3-4=-1267/79, 4-5=-1269/79, 5-6=-2546/99, 6-7=-2518/54, 7-8=-2409/71 BOT CHORD 1-12=-481/714, 11-12=0/906, 10-11=-7/1730, 9-10=-51/2249, 8-9=-51/2249 WEBS 2-12=-409/71, 3-12=-1738/38, 3-11=0/399, 4-11=0/478, 5-11=-737/80, 5-10=-1/802, 6-10=-317/60 NOTES- (12) 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=8.4psf, BCDL=4.2psf-, h=20ft; B=60ft; L=40ft; eave=5ft; Cat. Il; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 DEFL. in (loc) I/defi Ud PLATES GRIP Vert(LL) -0.1510-11 >999 360 MT20 220/195 Vert(TL) -0.5610-11 >545 240 Horz(TL) 0.06 8 n/a n/a Weight: 140 Ib FT = 0% 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) 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 atjoint(s) 1, 8, 12. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-68, 4-8=-68, 12-13=40(F=-20), 12-16=-20 13UIFTE COUNTY 13UILLJING ®IVIS AV-'p®VED 16 O fuss fuss Type CSI. y RESIDENCE 7356 D1K Hip 1 1 �IANDA Page 33 TC 0.32 Vert(LL) -0.04 10 >999 360 Job Reference (optional) S I OCK 1 UN I Rubb. J I UI;K I UN, (;A 95215 7.610 s Jan 29 2015 MiTek Industries. Inc. Mon Feb 15 14:35:49 2016 Pa gge 1 ID:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-H7ojy1 _5loKog9PnQBzGgJEiSOpT WBA25Bb5tSzkquu •1.60 6-2-13 11-7-12 14-0-0 1866 204-0 25&3 31-8-8 13 5415 2.0.4 4-60 2.44 5415 5716 �1 0 6X6 = IaZ H Scale = 1:53.2 Camber = 118 In 3x4 = 1x4'11 3x8 = 5x8 = 3x8 = 1x4 II 3x4 = 1d LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.04 10 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.14 10-11 >999 240 1820(LC 1) BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) , Weight: 148 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recomends that Stabilizers and required cross bracing be installed during truss erection,min accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9 = 721/Mechanical 2 = 317/0-3-8 (min. 0-1-8) 13 = 1820/0-3-8 (min. 0-1-15) Max Horz . 2 = 61 (LC 7) Max Uplift 9 = -14(LC 8) 2 = -30(LC 8) 13 = -35(LC 8) Max Grav 9 = 744(LC 18) 2 = 385(LC 17) 13 = 1820(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-685/302, 3-4=-1/892, 4-5=0/843, 6-7=-802/86, 7-8=-838/58, 8-9=-1572/52 BOT CHORD 2-14=-260/755,13-14=-260/137,11-12=0/412,10-11=-7/1440, 9-10=-39/1440 WEBS ' 3-13=-792/44, 4-13=-315/54, 5-13=-1251/8, 5-12=0/761, 6-12=-679/32, 6-11=-30/719, 7-11=-264/52, 8-11=-760/47• NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4)•This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girders) 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) 9, 2, 13. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard BUTTE COUNTY 13UILDING DIVISION APPROVED Job -]TrussrUSS Type Qty PIY RESIDENCE 7356 D11. Hip 1 1 �JANDA Page 34 Plate Grip DOL 1.25 TC 0.36 Vert(LL) Job Reference (optional) STOCK[ OC.K I ON TRUSS, S 1 OCK I ON, CA 95215 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:50 2018 Page 1 ID:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-IBM59N?j35SfSJ_z_uUVCXmtZo79FdGCICrKfPuzkqut 1-0-0 6-0-15 12-0-0 16-0-0 20-" 25.7.1 314&8 1.0.0 I 6-4.15 I 5.7-1 - i 4-0-0 4-0.0i s7-1 i 6.1.6 ' 4x5 = 3x4 = 04 = Scale = 1:53.2 Camber = 3116 in 3x4 = 1x4 II 6x8 = 3x8 = • 1x4 II 3x4 = LOADING(psf) SPACING- 2-0-0 CSI.DEFL. 317/0-3-8 (min. 0-1-8) in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.08 10-11 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.27 10-11 >896 240 1831 (LC 1) BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code IBC2012/rP12007 (Matrix -M) Weight: 136 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No. 1&Btr G BOT CHORD 2x4 DF No.18Btr G WEBS 2x4 OF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8 = 711/Mechanical 2 = 317/0-3-8 (min. 0-1-8) 11 = 1831/0-3-8 (min. 0-1-15) Max Horz 2 = 53(LC 7) Max Uplift 8 = -14(LC 8) 2 = -30(LC 8) 11 = -34(LC 8) Max Grav 8 = 736(LC 18) 2 = 376(LC 17) 11 = 1831 (LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-705/349, 3-4=-7/928, 4-5=0/802, 5-19=-700/58, 6-19=-697/59, 6-7=-796/51, 7-8=-1535/57 BOT CHORD 2-12=-303/780,11-12=-303/90, 9-10=-11/1405, 8-9=-34/1405 WEBS 3-11=$18/59,4-11=-576/42,5-11=-1163/49,5-10=0%759, 7-10=-769/60 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf;. BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 8, 2, 11. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard BU ,L®1NCi uvISI ON APPR0 o runs russ ype y y RESIDENCE 7356 DIM Hip 1 1 �JANDA Page 35 g TC 0.25 Vert(LL) -0.09 13-14 >999 360 Job Reference o tional STOCKTON TRUSS, STOCKTON, CA 95215 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:512016 Pa 1 ID:c 5fm2wtJdfp9wLU7uzawvzBhla-DNwUNi?LgPaV4TZAYb?IIkJ41CTu_3yLZV4CyLzkqus 1-0-0 bS0 10.0-0 11.7.12 18-0-0 — ze-a-4 zz-0-0 26-7-0 3z-0-0 3300 i 1-0.01 530 4-7-1 11-7-12 I 4-4-4 444 i 1- 2' 4.7.1 I S9: 11-00' 6x8 = 3x4 = 1x4 II 6x6 = Scale = 1:54.1 Camber= 3/18 In 3x4 = 3x4 = 5x8 = 5x8 = 3t4 = 3x4 = LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.09 13-14 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.30 13-14 >819 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 Code IBC2012/fP12007 (Matrix -M) Weight: 142 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.18Btr G BOT CHORD 2x4 DF N0.1&Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 304/0-3-8 (min. 0-1-8) 14 = 1843/0-3-8 (min. 0-1-15) 10 = 805/0-3-8 (min. 0-1-8) Max Horz 2 = -45(LC 6) Max Uplift 2 = -31 (LC 8) 14 = -33(LC 8) 10 = -40(LC 8) Max Grav 2 = 352(LC 17) 14 = 1843(LC 1) 10 = 827(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-546/321, 3-4=-25/384, 4-5=0/996, 5-22=0/998, 6-22=0/998, 6-23=-845/51, 7-23=-845/51, 7-8=-851/53, 8-9=-1435/76, 9-10=-1575/61 BOT CHORD 2-15=-280/591,14-15=-653/64,12-13=0/903,10-12=-5/1451 WEBS 3-15=-356/61, 4-15=-23/646, 4-14=-748/35, 6-14=-1366/59, 6-13=0/844,8-12=-22/554,9-12=-305/60 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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) 2, 14, 10. 8) This truss is designed in accordance with the 2012 Intemational Building Code section 2306.1 and referenced standard ANSI/rPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard SUI.1 . couN Y nilll t)iNG ®� Y 9 AV,PFt0NJ Job Truss Truss Type Uly yJANDA RESIDENCE 7356 D1N Hip 1 1 Page 36 14.0 Lumber DOL 1.25 BC 0.33 Job Reference (optional) STOCKTON TRUSS, STOCKTON, CA 95215 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:35:52 2016 Page 1 ID:c 5fm2wtJdfp9wLU7uzawvzBh1a-haUsa20zbjiMhd8M5JW IysEPcpjxVVo9plUnzkqur 6.60 „-7-12 I= Tbbd 24-0.0 27-7-, 324.0 33-0-0 ,4-0 45-0 3-7-1 3-7-12 - 4.44 4-44 3-7-12 37.1 4S0 1-0-0 40 = 4.00 12 3x5 = 3x5 = 3x5 = 4x4 = Scale = 1:54.1 Camber = 3/16 in 3x5 = 3x8 = 5x6 = 5x6 = 3x8 = 3x5 = LOADING(psf) SPACING -2;0 347/0-3-8 (min. 0-1-8) CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 TCDL 14.0 Lumber DOL 1.25 BC 0.33 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No. 1&Btr G BOT CHORD 2x4 DF No. 1&Btr G WEBS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 347/0-3-8 (min. 0-1-8) 14 = 1783/0-3-8 (min.0-1-14) 10 = 822/0-3-8 (min.0-1-8) Max Horz 360 2 = 36(LC 7) Max Uplift >778 2 = -29(LC 8) 14 = -36(LC 8) 10 = -39(LC 8) Max Grav 2 = 378(LC 17) 14 = 1783(LC 1) 10 = 835(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-597/156, 3-4=-17/362, 4-5=0/320, 5-22=0/1079, 6-22=0/1079, 6-23=-1088/46, 7-23=-1088/46, 7-8=-1195/56, 8-9=-1299/51, 9-10=-1632/79 BOT CHORD 2-15=-124/631,14-15=-1030/75,13-14=-14/296, 12-13=0/1108, 10-12=-28/1514 WEBS 3-15=-460/63, 4-15=-287/31, 5-15=-24/971, 5-14=$48/57, 6-14=-1517/68, 6-13=0/953, 7-13=-369/47, 9-12=-339/61 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. DEFL. in (loc) I/defi Ud PLATES GRIP Vert(LL) -0.1013-14 >999 360 MT20 220/195 Vert(TL) -0.31 13-14 >778 240 Horz(TL) 0.02 10 n/a n/a Weight: 140 Ib FT = 0% 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 14, 10. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard 13UTTE COUNTY BUILDING DIVISION APPROVED O fussssType 2-0-0 y y RESIDENCE 7356 D10 �,-:pGirder 1 2 �JANDA Page 37 Job Reference (optional) vi.n�vry �rtu ,a�vl.nivrv, �.n aa<�� /.Olus Jan<`J<u10 M11eKin0US018S.inc. MOnheb1t)14:35:5u;i P8gg81 I D:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-ZLjMQ03UfxCoAER7K9bwSoOu8DBOfKG4innzdYzkqun 100 600 11.7.12 1600 20.44 2600 0 320 330.0 11001 6-0-0 I 5-7-12 4.4.0 a-4-4 I 57.12 I 600 1100' Scale = 1:54.1 Cember = 3116 in 44 = 4.00 12 05 =. 3x8 = 45 = 4x4 = 3 4 18 19 6 7 �I nt 2 1 i 31. 8 4x4 = 13 20 21 X12 22 23 24 11 25 26 10 4x4 = 3x4 = 4x5 = 7x8 = 7x8 = 4x5 = 3x4 = N LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.07 10-11 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.27 10-11 >901 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.70 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code IBC2012frP12007 (Matrix -M) Weight: 308 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No. 1&Btr G BOT CHORD 2x6 DF SS G WEBS 2x4 DF Std G 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, Except: 6-0-0 oc bracing: 12-13. REACTIONS. (Ib/size) 2 = 496/0-3-8 (min. 0-1-8) 12 = 4297/0-3-8 (min. 0-2-5) 8 = 1636/0-3-8 (min. 0-1-8) Max Horz 2 = -28(LC 23) Max Uplift 2 = -45(LC 8) 12 = -211 (LC 8) 8 = -101(LC 8) Max Grav 2 = 508(LC 17) 12 = 4297(LC 1) 8 = 1638(LC 18) 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf-, h=20ft; B=60ft; L=40ft; eave=5ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. ����®�6))j�nis�tftls has been designed fora 10.0 psf bottom chord live load nonconcurrent UE any o her live loads. 7) ' his truas been designed for a live load of 20.Opsf on the bottom chord in all BUILDING ®I`/w,.G x areas whe[e'a ectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and an other members. APP ®\ )�A latae raing reduction of 20% has been applied for the green lumber members. Cgs) Plrovi, e -mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except at --lb) 12=211, 8=101. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIIrPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 619 Ib down and 67 Ib up at 6-0-0, 249 Ib down and 30 Ib up at 8-0-12, 249 Ib down and 30 Ib up at 10-0-12, 249 Ib down and 30 Ib up at 12-0-12, 249 Ib down and 30 Ib up at 14-0-12, 249 Ib down and 30 Ib up at 16-0-0, 249 Ib down and 30 Ib up at 17-11-4, 249 Ib down and 30 Ib up at 19-11-4, 249 Ib down and 30 Ib up at 21-11-4, and 249 Ib down and 30 Ib up at 23-11-4, and 619 Ib down and 67 Ib up at FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2511-4 on bottom chord. The design/selection of such connection device(s) is the TOP CHORD 2-3=-622/43, 3-4=-559/51, 4-18=-100/2677, 518=-100/2677, 5-19=4187/236, 6-19=-4187/236, 6-7=-4021/222, 7-8=4353/227 BOT CHORD 2-13=0/547,13-20=-2563/157,20-21=-2563/157, 12-21=-2563/157,12-22=-64/1028,22-23=-64/1028, 23-24=-64/1028,11-24=-64/1028,11-25=-175/4215, 2526=-175/4215, 10-26=-175/4215, 8-10=-158/4099 WEBS 4-13=-149/3234,4-12=-1411/105, 512=-4018/227, 5-11=-139/3449, 6-11=-348/76, 6-10=-354/63, 7-10=-21/1020 NOTES- (13) 1) 2 -ply truss to be connected together with 10d (0.148x3") 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. responsibility of others. 13) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-68, 3-7=-68, 7-9=-68, 2-8=-20 Concentrated Loads (lb) Vert: 12=249(8) 13=-619(8) 11=249(B) 10=619 B 20=-249(B) 21=-249(B) 22=249(B) 23=249(8) 24=249(B) 25=-248(1 74` Job Truss Iruss Type Qty Pyy JANDA RESIDENCE , 7356 - Jot Jack -Open 19 1 Page 38 DEFL. in (loc) I/defl Ud Job Reference (optional) /.p W J Jen Le cu 1p mi I e6 IOpp .F. nlp, mon rep io 19:3o:or LVIo rage 1 1 D:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-2XHIdm46QFKfoOOJus69??Z8odb2OxSExRX W9_zkqum -1-0-0 1.10-15 1-0-0 1.10-15 2x4 = Scale = 1:8.4 Plate Offsets (X,Y)— [2:0-0-11,0-0-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 7 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 17.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 7 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.18Btr G LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 184/0-3-8 (min. 0-1-8) 4 = 31/Mechanical 3 = 46/Mechanical Max Horz 2 = 31 (LC 8) Max Uplift 2 = -27(LC 8) 3 = -5(LC 8) Max Grav 2 = 184(LC 1) 4 = 39(LC 3) , 3 = 46(LC 1) FORCES' (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) 2, 3. 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 with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. 1 1 BUTTE COUNTY BUILDING DIVISION APPROVED. I 0 fuss RISS I ype UlyplyJANDA DEFL. RESIDENCE 7356 J02 JJack-Open 19 1 Page 39 9 TC 0.10 Vert(LL) -0.00 4-7 >999 Job Reference o tional JI VI.nIVIv mUJJ, �v..nly ,Vn w.icl� /.OIU5Jdn ZUNIJMIBRInuu5U1e5,Inc. MOnreuia1q:JO:OHZu io i, el ID:c 5fm2wtJdfp9wLU7uzawvzBhla-_wPV2R6MysaNliAiOH8d4QeTNQGRsryWPIOdEtz quk -1-0-0 31615 I 1-00 31615 1 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 4-7 >999 360 TCDL 14.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.02 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 17.0 Code IBC2012/TPI2007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No. 1&Btr G BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recomends that Stabilizers and required cross bracing be installed during truss erection,min accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 101/Mechanical 2 = 297/0-3-8 (min. 0-1-8) 4 = 62/Mechanical Max Horz 2 48(LC 8) Max Uplift 3 = -16(LC 8) 2 = -24(LC 8) Max Grav 3 = 101(LC 1) 2 = 297(LC 1) 4 = 82(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-337/0 BOT CHORD 2-4=-4/361 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf-, h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with Any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) 3, 2. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. PLATES GRIP MT20 220/195 Weight: 13 Ib FT = 0% Scale: 1-=1' 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard BUTTE cpNlS�N uWY BUILDING APPRO`� r O --sTruss ype 2-0-0 y JANDA RESIDENCE 7356 J03 Jack -Closed 45 1 Page 40 TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Job Reference (optional) �w�.... ,..,w,�..�.,........ r.oiusaancywia Mnexmausmes•mc, monreoioin:sovlzulo ragel ID:c 5fm2vAJdfp9wLU7uzawvzBhla-wIXFT77cTUr5G7K57iB59rknIEwAKIRps3Vklmzkqui 10 0 6.00 1 Oo e.0_0 1.5x4 11 Scale = 1:16.8 3 4 Camber = 1116 in 3x4 II 5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.02 6-9 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.11 6-9 >623 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrc(TL) 0.01 2 , n/a n/a BCDL 17.0 Code IBC2012/TP12007 (Matrix -M) Weight: 21 Ib FT = 0% LUMBER - TOP CHORD 2x4 OF No. 1&Btr G BOT CHORD 2x4 DF No. 1&Btr G WEBS 2x4 OF Std G 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-M cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6 = 269/Mechanical 2 = 411/0-3-8 (min. 0-1-8) " Max Horz 2 = 71 [LC 5) Max Uplift 6 -10(LC 8) 2 = -29(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-860/1 BOT CHORD 2-6=-13/957 NOTES- (9) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. ll; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) 6, 2. 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 with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard j3uTf E v®UN SUIT MING ®IVIS®N APP - ED O FUSS russ Type y y JANDA RESIDENCE 7356 J04 Jack -Open 2 1 Page 41 Vert(LL) -0.00 5 >999 360 Job Reference (optional) STOCKTON TRUSS, STOCKTON. CA 95215 7.610 s Jan 29 2015 MiTek Industries. Inc. Mon Feb 15 14:36:03 2016 Pagge 1 I D:c_5fm2wtJdfp9wLU7uzawvzBh t a-sheOup9t?55oWJUTF7DZEGpAH I eQofx6KN_rNezkqug 1 ao 1.10-15 1-o-0 1-10-15 2x4 = Scale = 1:8.4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 5 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC20121TP12007 (Matrix -M) Weight: 7 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.l&Btr G BOT CHORD 2x4 DF No. 1&Btr G BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 214/0-3-8 (min. 0-1-8) 4 = -0/Mechanical 3 = 21/Mechanical Max Horz 2 = 31 (LC 8) Max Uplift 2 = -34(LC 8) 3 = -3(LC 5) Max Grav 2 = 214(LC 1) 4 = 16(LC 3) 3 = 21 (LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip bOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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) 2, 3. 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 with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard BUri-r COUNT BUILDING DIVISION APPROVE Job rusS rus5 ype y y JANDA RESIDENCE 7356 JOS Jack -Open 2 1 Page 42 DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 Job Reference (optional) .. v.... — , ­­ — __v . v , — arc i.+ - S Jen m...R "no09._ ". 1 . mon reu J 19:JO:V9 zuia rag l ID:c_5fm2wtJdfp9wLU7uzawvzBhla-KtCO59AVmPDf7T3fogkonULKTR_3X6BGY1jOv4z quf -1-60 310-15 1-00 i 11615 SM10: 1-=1' 2x4 = 674 67422 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 4-9 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.01 4-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) Weight: 13 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 13U�T V V V l a i MiTek recommends that Stabilizers and required cross bracing be installed during ®V'����0� ���� �%:; DI truss erection, in accordance with Stabilizer Installation guide. �� ora REACTIONS. (Ib/size) ppp , APPROVED 3 = 89/Mechanical - ` !!tl// 2 = 283/0-3-8 (min. 0-1-8) 4 = 34/Mechanical Max Horz 2 = 48(LC 8) Max Uplift 3 _ -15(LC 8) 2 = -26(LC 8) Max Grav 3 = 89(LC 1) 2 = 283(LC 1) 4 = 57(LC 3) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with r any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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 atjoint(s) 3, 2. aR A•- 7) This truss is designed in accordance with the 2012 Intematlonal Building Code sectiondl, ) f 2306.1 and referenced standard ANSI/TPI 1. ) 8) 'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. to Q 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. a " x 3 3 I8 LOAD CASE(S) Standard O russ Truss Type y RESIDENCE 7356 J06 Jack -Open 1 �IANDA Page 43 Job Reference o tional 1 c. on reo a w:.w:wa"io ra e i ID:c 5fm2wtJdfp9wLU7uzawvzBh7a-';WmJVA7 i'CQI esMYFIJhuMrKgGZRPnhTxRXz que 1.147 1-147 LOADING(psf) SPACING -2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 6 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code IBC2012ITP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-7 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) 1 = 87/0-3-8 (min.0-1-8) 3 = 29/Mechanical 2 = 48/Mechanical Max Hoa 1 = 17(LC 8) Max Uplift 2 = -7(LC 8) Max Grav 1 = 87(LC 1) 3 = 33(LC 3) 2 = 48(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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) 2. 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 with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard Weight: 5 Ib FT = 0% BUTTE COUNTY I BUILDING DIVISION ML ARO Seale a 1:8.4 Job fussRuss Type Uty ply JANDA RESIDENCE 7356 J07 Jack -Open 1 1 Page 44 Job Reference (optional) ID:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-p4mmJVA7XiLWIdesMYF 7 JhuVtrJ2GZRPnhTxRXzKque 3-10-7 3-10-7 . Scale: i•=1' LOADING (psf) SPACING- 2-M CSL TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 TCDL 14.0 Lumber DOL 1.25 BC 0.07 BCLL 0.0 " Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IBC2012/fP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 OF No.1 &Btr G BOT CHORD 2x4 DF No.18Btr G BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 189/0-3-8 (min. 0-1-8) 2 = 101/Mechanical 3 = 46/Mechanical Max Horz 1 • = 34(LC 8) Max Uplift, 2 = -17(LC 8) Max Grav 1 189(LC 1) 2 = 101(LC 1) 3 = 64(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-327/12 BOT CHORD 1-3=-34/359 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) 2. 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 with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.01 3-6 >999 360 MT20 220/195 Vert(TL) -0.02 3-6 >999 240 Horz(TL) 0.00 1 n/a n/a Weight: 11 Ib FT = 0% LOAD CASE(S) Standard BUTTE COUM ®N BIJBLU'� DIViS . 'AppFlOVED 1 i ij d ID:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-p4mmJVA7XiLWIdesMYF 7 JhuVtrJ2GZRPnhTxRXzKque 3-10-7 3-10-7 . Scale: i•=1' LOADING (psf) SPACING- 2-M CSL TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 TCDL 14.0 Lumber DOL 1.25 BC 0.07 BCLL 0.0 " Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IBC2012/fP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 OF No.1 &Btr G BOT CHORD 2x4 DF No.18Btr G BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 189/0-3-8 (min. 0-1-8) 2 = 101/Mechanical 3 = 46/Mechanical Max Horz 1 • = 34(LC 8) Max Uplift, 2 = -17(LC 8) Max Grav 1 189(LC 1) 2 = 101(LC 1) 3 = 64(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-327/12 BOT CHORD 1-3=-34/359 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) 2. 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 with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.01 3-6 >999 360 MT20 220/195 Vert(TL) -0.02 3-6 >999 240 Horz(TL) 0.00 1 n/a n/a Weight: 11 Ib FT = 0% LOAD CASE(S) Standard BUTTE COUM ®N BIJBLU'� DIViS . 'AppFlOVED 1 Job fuss I fuss Type�Ply DEFL. in JANDA RESIDENCE 7356 108 Jack -Open 1 1 Page 45 Vert(LL) -0.00 6 >999 360 Job Reference (optional) STOCKTON TRUSS, STOCKTON, CA 95215 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:36:06 2016 Page 1 I D:c_5fm2wtJdfp9wLU7uzawvzBh t a-HGK8WrBlIOTNNnC2wFmGsvRhvFg4?OhYOLCV_zzkqud 2x4 = scale = 1:8.4 LOADING(psf) SPACING -2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 6 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) Weight: 5 Ib FT = 0% LUMBER - TOP CHORD 2x4 OF No.1&Btr G BOT CHORD 2x4 OF No. 1&Btr G BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installeduring d truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 82/Mechanical 3 = 28/Mechanical 2 = 47/Mechanical Max Hoa 1 = 16(LC 8) Max Uplift 2 = -7(LC 8) Max Grav . 1 = 82(LC 1) 3 = 32(LC 3) 2 = 47(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 thus to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2. 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 with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard BUTTE. COUNTY BUILDING DIVISION APPROVED O fuss fuss Type - 2-0-0 y RESIDENCE 7356 J09 Jack -Open 1 Ud 1JANDA Page 46 TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Job Reference (optional) i.o w s ran ca cu �o mi i eR incusmes, mc. mon reo �o w:x:vi zOus ra e 1 ID:c_5fm2wtJdfp9wLU7uzawvzBhla-ISuXkBCN3KbE?wnEUzHVP6zrLf?TkTwiE?y2WPz quc W = 3 Scale: 1'=1' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.01 3-6 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.02 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) Weight: 11 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. BOT CHORD 2x4 DF No.1&BV G BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 3-9-7 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 1 = 179/Mechanical 2 = 101/Mechanical 3 = 47/Mechanical Max Horz 1 = 33(LC 8) Max Uplift 2 = -17(LC 8) Max Grav 1 = 179(LC 1) 2 = 101(LC 1) 3 = 65(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-304/11 BOT CHORD 1-3=-34/342 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf-, BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 100 Ib uplift at joint(s) 2. 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 with fixed heels" Member end fixity model was used in the analysis and design of this truss. BUTTE C®UN EUILDING DMS®N APP ®V E i t Job fussfuss Type uty ply JANDA RESIDENCE 7356 1,10 Jack -Open 1 1 Page 47 9 TC 0.02 Vert(LL) -0.00 6 >999 Job Reference o tional ID:c_Sfm2wtJdfp9wLU7uzawvzBhla DfSvxWD?gdj5c4MR7gpkxKWiN2LWfwArTfhc2szkqub 1-10-15 1-10-15 LOADING(psf) 1 r d DEFL. in (loc) ID:c_Sfm2wtJdfp9wLU7uzawvzBhla DfSvxWD?gdj5c4MR7gpkxKWiN2LWfwArTfhc2szkqub 1-10-15 1-10-15 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 6 >999 360 TCDL 14.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 , 1 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No. 1&Btr G BOT CHORD 2x4 DF No.1&Btr G BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. M,Tek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 _ = 89/0-3-8 (min. 0-1-8) 3 = 29/Mechanical 2 = 48/Mechanical Max Horz 1 = 17(LC 8) Max Uplift 2 = -7(LC 8) Max Grav 1 = 89(LC 1) 3 = 33(LC 3) 2 = 48(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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 atjoint(s) 2. 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 with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard PLATES GRIP MT20 220/195 Weight: 6 Ib FT = 0% BUirm WuN l i BUILDING DIVISION AppROVED scale = 1:e.4 Job ruSS Truss Type uty FlyJANDA RESIDENCE 7356 J11 Jack -Open t t Page 48 BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. /� COUNV BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Job Reference (optional) r . SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code IBC2012/TP12007 n 1 t u s uan m w io mi i — inuu--, mc, mon reu -w iq:.w:va [u-io rag I ID:c_5fm2wtJdfp9wLU7uzawvzBhta-hr?H9sDebxryEExdbNKzUX3BtSg_CNQ?ilR9alz qua Scale: rot• LOADING(psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code IBC2012/TP12007 CSI. TC 0.10 BC 0.07 WB 0.00 (Matrix -M) DEFL. in (loc) I/defl Ud Vert(LL) -0.01 3-6 >999 360 Vert(TL) -0.02 3-6 >999 240 Horz(TL) 0.00 1 n/a n/a PLATES GRIP MT20 220/195 Weight: 11 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.18Btr G BOT CHORD 2x4 DF NoA&Btr G LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. /� COUNV BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BUTTE � , M \ /'S�("� ®tV MiTek recommends that Stabilizers and required cross bracing be installed during ��'I way ANG truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) ROVED �W 1 = 193/0-3-8 (min. 0-1-8) I 2 = 100/Mechanical 3 = 46/Mechanical Max Horz 1 = 35(LC 8) Max Uplift 2 = -17(LC 8) Max Grav 1 = 193(LC 1) 2 = 100(LC 1) 3 = 64(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-335/12 BOT CHORD 1-3=-33/364 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any4Q� S /0 other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. �R :a Tp 5) Refer to girder(s) for truss to truss connections. 4 j _ ? A 6) Provide mechanical connection (by others) of truss to bearing plate capable ofj / withstanding 100 Ib uplift at joint(s) 2. 7) This truss is designed in accordance with the 2012 International Building Code section of 2306.1 and referenced standard ANSI/TPI 1.% 8 "Semi-rigid Itchbreaks with fixed heels' Member end fixity model was used in the 9 P ty x 3-3118 analysis and design of this truss. f 9) Trusses in this job comply with CBC 2013 Section 2303 Part 4. �T� Job fuss Truss I ype QtY PlY1JANDA RESIDENCE 7356 LY1 GABLE 2 1 Page 49 TC 0.04 Vert(LL) n/a n/a Job Reference (optional) 51 vCKT ON i nu55, 51 OCK T ON, CA aaz15 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:36:09 2016 Page 1 ID:c_5fm2wtJdfp9wLU7uzawvzBh1a-h(1H9sDebxryEExdbNKzUX3CIShp...,,, R9alzkqua 6.16 12-2-11 ' 6.1-6 I B-16 i 44 = 3x4 12 11 10 9 8 3X4 1X4 II 1x4 II 1x4 II 1x4II 1x4 II Scale = 1:43.9 LOADING(psf) SPACING -2 -" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 62 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G OTHERS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during - truss erection in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-2-11. (lb) - Max Horz 1= 150(LC 7) Max Uplift All uplift 100 Ib or less atjoint(s) 1, 7, 8, 9, 12, 11 Max Grav All reactions 250 Ib or less at joint(s) 1, 7, 10, 8, 9, 12, 11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 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=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 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 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 7, 8, 9, 12, 11. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard BuT 9 F couN 1 1 BUILDIIUG DIVISION APPROVL) job Truss I ruSS Type Qty Ply�JANDA RESIDENCE 7356 LY2 GABLE 2 1 Page 50 TC 0.05 Vert(LL) n/a We Job Reference (optional) S i UGK I un TRUSS, STUCK UCK I ON, GA 9b21b 7.610 s Jan 29 2015 MiTek Industries, Inc. Mon Feb 15 14:36:112016 Page 1 - ID:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-dE71 ZYFu7Y5gTY50joMRZy8XCGNBgEwH9cwGfAzkquY 411$ 141611 411$ I .11-6 4x4 = 3x4 // 20 19 18 17 16 15 14 13 12 3x4 U4 11 U4 11 1x4 11 1x4 11 U4 11 U4 11 U4 11 1 x4 11 U4 11 Scale = 1:70.0 LOADING(psf) SPACING-2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a We 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight: 131 Ib FT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G LOAD CASE(S) OTHERS 2x4 DF Std G Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. All bearings 19-10-11. (lb) - Max Hoa 1=-250(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 11, 12, 13, 14, 15, 20, 19, 18, 17 except 1=107(LC 6) Max Grav All reactions 250 Ib or less atjoint(s) 1, 11, 16, 12, 13, 14, 15, 20, 19, 18, 17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 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 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 11, 12, 13, 14, 15, 20, 19, 18, 17 except at --lb) 1=107. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. BUTTE COUNTY �N BUILDING ®IVIS App FIOV D t O russ JTrUSS Type y JAI DA RESIDENCE 7356 LY3 Lay -In Gable 1 1 JOb Reference(optional)Page 51 ^�••� ��••+nmcusmes, mc. mon rao �o w:.»:1[[oto rages ID:c_Sfm2wtJdfp9wLU7uzawvzBh 1 a-SOhQnuG WusDX5igCG WIg5Ahh8gjOPk2ROGfpBdzkquX 1-116 I 310- 1.116 1.116.6 r 4x4 = Scale = 1:14.4 2 4 2x4 ii - 1x4 II LOADING(psf)SPACING- 2-0-0 CSL DEFL. in, (loc) I/deft TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 1 Vert(LL) n/a n/a TCDL 14.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a n/a BCLL 0.0 " Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 3 n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) LUMBER - TOP CHORD 2x4 DF Std G BOT CHORD 2x4 OF Std G OTHERS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 86/3-10-11 (min. 0-1-8) 3 = 86/3-10-11 (min. 0-1-8) 4 = 109/3-10-11 (min. 0-1-8) Max Horz 1 = 42(LC 7) Max Uplift 1 = -10(LC 8) 3 = -10(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 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 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with faced heels" Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard Ud 999 999 n/a PLATES GRIP MT20 220/195 Weight: 14 Ib FT = 0% M®INM DI IS w O fuss rus5 Type y y RESIDENCE 7356 LY4 GABLE 1 1 �JANDA Page 52 Vert(LL) n/a n/a 999 TCDL 14.0 Job Reference (optional) m"­20 'inc. mon reo to iaso:i[ zwo rages 1 D:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-SOhOnuGWusDX5igCG Wtg5AhhBgjBPkoROGfpBdzkquX 2-10-14 I 5611 2-10-14' 2.10-14 ' Sc Io = 1:23.0 4x4 = 8 7 6 2X4 �� 1x4 II 1x4 II 1x4 II 2x4 �\ LOADING(psf) SPACING -2;5 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 TCDL 14.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) LUMBER - TOP CHORD 2x4 DF Std G BOT CHORD 2x4 DF Std G OTHERS 2x4 OF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. All bearings 5-9-11. (lb) - Max Horz 1= -67(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 7, 6, 8 Max Grav All reactions 250 Ib or less at joint(s) 1, 5, 7, 6, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 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 2-" 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) 7, 6, 8. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard PLATES GRIP MT20 220/195 Weight: 26 Ib FT = 0% BUTiE C®UN1N BUIL®INS ®Ivl� A !• '�. :rt w r r ♦ • STOCKTON TRUSS, STOCKTON, CA 95215 I •f - 1 . I' _ - -1.11 � 1 O - ype - y yJANDA RESIDENCE7356VOt ]TrUSS Tl-ru,sys _ . • 1 Page 53 ' 3x4 - ` Job Reference (optional) r.a1v sd n le cu 1D mi 1 art inu—mes, mc, mon rev a, q:sv:ia Lulu rage1 ID:c_5fm2wtJdfp9WLU7uzawvzBh l a-acFo_EGOfALOjrFOgDOveNDtl33f8A0adwPMj3zkquW 1 3-813 1-10.7 4.00 12 t - - r - • Scale = 1:6.6 + l4 f 2x4 , - , 2:4 a ♦ 1.10-7 3.613 1.10.7 i 1-167 Plate Offsets (X,Y)— [2:0-2-0,Edge] LOADING(pso SPACING- 2-M CSI. DEFL. in' (loc) I/defl . L/d PLATES GRIP TCLL 20.0. Plate Grip DOL 1.25 TC 0.01 •, Vert(LL) ' j . n/a • n/a 999 MT20 .220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.03 ' �.•. ) Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 �' 3 ,l n/a h/a BCDL 10.0 Code IBC2012/fP12007 (Matrix) . . ' Weight: 8 Ib FT = 0% LUMBER- TOP CHORD 2x4 DF No. 1&Btr G 1 f V' ; �' +:• y ' BOT CHORD 2x4 DF No. 1&Btr G BRACING - TOP CHORD` w., ♦r1 . Structural wood sheathing directly applied or 3-8-13 oc purlins. ! e COUNTY JlS` BOT CHORD �� Rigid ceiling directly applied or 10-0-0 oc bracing. {v{ MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. F REACTIONS. (Ib/size) t 1 80/3-7-5 (min. 0-1-8) 3 t; 80/3-7-5 (min. 0-1-8) t 'Max Horz > ; 1 = r r 4(LC 7) x Max Uplift 3 _ -2(LC 8) F+ s FORCES..(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. A , 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; 1 BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber " n 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. r 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-M 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 atjoint(s) 1, 3. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ; 9) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the r analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. y LOAD CASES) .' 6'. f Standard , k 1 r Job Truss Truss Type yJANDA RESIDENCE 7356 V02 Valley 5 1 Page 54 Job Reference (optional) I.—suan—cu lJ mn ex mous—, mo. mon reo la lq:J :lgzuio rages ID:c_5fm2wtJdfp9wLU7uzawvzBh t a-2ppACaHmQTTFK?gaOxv8Bbm1 fTOTtdLkraBwGVzkquV 310.7 i 7.&13 3-10-7 3147 - Scale = 1:13.6 rr.*am1 2 4x4 = 2x4 4 1x4 If LOADING(psf) SPACING- 2-M CSI. TCLL , 20.0 Plate Grip DOL 1.25 TC 0.10 TCDL 14.0 Lumber DOL 1.25 BC 0.05 BCLL0.0 Rep Stress Incr YES WB 0.02 BCDL `10.0 Code IBC2012/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 OF No. 1&Btr G BOT CHORD 2x4 OF No. 1&Btr G OTHERS 2x4 OF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 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) 1 = 125/7-7-5 (min. 0-1-8) 3 = 125/7-7-5 (min. 0-1-8) 4 = 262/7-7-5 (min. 0-1-8) Max Horz 1 = 12(LC 7) Max Uplift 1 = -8(LC 8) 3 = -8(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. .2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 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 2-" 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) 1, 3. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 9) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard DEFL. in (loc) I/defl Ud Vert(LL) n/a n/a 999 Vert(TL) n/a n/a 999 Horz(TL) . 0.00 , 3 n/a n/a 2x4 PLATES GRIP MT20 220/195 Weight: 20 Ib FT = 0% BUTTE COON gviLDiNG IDNIS®0• PPR®\J A i Job fuss I russ I ype Uty ply JANDA RESIDENCE 7356 V03 Valley 5 1 Page 55 PLATES GRIP Vert(LL) n/a n/a 999 Job Reference (optional) c. min rao a �»:ao: �o cuw rage, ID:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-W?NYPwIOAnb5y9OnyeRNjoJBwtiBc4Jt4EuToyzkquU 4x5 = 2 Scale = 1:18.0 4 3x4 a 1x4 II , 3x4 LOADING(psf) SPACING- 2-0-0 CSL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 TCDL 14.0 Lumber DOL 1.25 BC 0.15 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 BCDL 10.0 Code IBC2012/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 DF No. I&Btr G BOT CHORD 2x4 DF No. I&Btr G OTHERS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 184/11-7-5 (min. 0-1-8) 3 = 184/11-7-5 (min.0-1-8) 4 = 496/11-7-5 (min. 0-1-8) Max Horz 1 . _ -20(LC 6) Max Uplift 1 = -8(LC 8) 3 = -8(LC 8) 4 = -1(LC 8) Max Grav 1 = 190(LC 17) 3 = 190(LC 18) 4 = 496(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-327/37 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 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 2-" 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) 1, 3, 4. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. i 9) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard itT.Te co elt4 GING° wog- ®" \1 ED,, 11 8.13 slog DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 220/195 Vert(TL) n/a n/a 999 Horz(TQ 0.00 3 n/a n/a Weight: 32 Ib FT = 0% 9) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard itT.Te co elt4 GING° wog- ®" \1 ED,, Job I Russ Truss Type Qty Ply RESIDENCE 7356 voa Valley 1 1 �JANDA Page 56 11defi L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Job Reference(optional)9 4 N 4 0 0 eX ewusu�es, mc. mon — -io w:oo: io [u io rae i ID:c_5fm2wtJdfp9wLU7uzawvzBhta-_BxwdGJlx5kyaJzzVLycGOrKOH1WLXQ1Jud1KOz quT Scale c 1:20.7 4x8 = 2 4 3X4 , 1xd II 3x4 C LUMBER - TOP CHORD 2x4 DF NO.1&Btr G BOT CHORD 2x4 DF No.1&Btr G OTHERS 2x4 DF Std G 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. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 217/13-4-5 (min. 0-1-8) 3 = 217/13-4-5 (min. 0-1-8) 4 = 584/13-4-5 (min. 0-1-8) Max Horz 1 = -24(LC 6) Max Uplift 1 = -9(LC 8) 3 = -9(LC 8) 4 = -2(LC 8) Max Grav 1 = 224(LC 17) 3 = 224(LC 18) 4 = 584(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-4=-385/44 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11 Omph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. ll; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 1, 3, 4. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. PLATES GRIP MT20 220/195 Weight: 38 Ib FT = 0% 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Pat 4 LOAD CASE(S) Standard a �� <�J app �O\Jeo , .1 6&75 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) 11defi L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 TCDL 14.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) LUMBER - TOP CHORD 2x4 DF NO.1&Btr G BOT CHORD 2x4 DF No.1&Btr G OTHERS 2x4 DF Std G 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. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 217/13-4-5 (min. 0-1-8) 3 = 217/13-4-5 (min. 0-1-8) 4 = 584/13-4-5 (min. 0-1-8) Max Horz 1 = -24(LC 6) Max Uplift 1 = -9(LC 8) 3 = -9(LC 8) 4 = -2(LC 8) Max Grav 1 = 224(LC 17) 3 = 224(LC 18) 4 = 584(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-4=-385/44 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11 Omph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. ll; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 1, 3, 4. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. PLATES GRIP MT20 220/195 Weight: 38 Ib FT = 0% 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Pat 4 LOAD CASE(S) Standard a �� <�J app �O\Jeo , .1 r Job I cuss rusS I ypeJANDA RESIDENCE 7356 v05 Jvalley a 1 Page 57 DEFL. 1 in (loc) I/defl L/d Job Reference (optional) ��v..n�vn .nu �v�.n, ,a.n a�<�� usdan ca cu�o inn en uruusrnrs, mc. un revuw:.w:ir cu io rage � ID:c_5fm2wtJdfp9wLU7uzawvzBhla-SNUJgbKfiOspBTY933TroDOYfhPv4_vAYYNasgzkquS 7-10.7 154-13 7-10-7 1 7-10-7 Scale: 1/2-=1' 4x4 = 3x4 5 8 7 6 3x4 c 1x4 11 1x4 11 1x4 11 LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.18Btr G OTHERS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-7-5. (lb) - Max Horz 1= 29(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 8, 6 Max Grav All reactions 250 Ib or less at joint(s) 1, 5 except 7=320(LC 1), 8=361 (LC 17), 6=361 (LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-8=-280/51, 4-6=-280/51 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 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 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8, 6. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard PLATES GRIP MT20 220/195 Weight: 46 Ib FT = 0% 11TTs cou, V 13 VOLIISG APPRu1 i 740-7 LOADING(psf) SPACING- 2-" CSI. DEFL. 1 in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 TCDL 14.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.18Btr G OTHERS 2x4 DF Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-7-5. (lb) - Max Horz 1= 29(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 8, 6 Max Grav All reactions 250 Ib or less at joint(s) 1, 5 except 7=320(LC 1), 8=361 (LC 17), 6=361 (LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-8=-280/51, 4-6=-280/51 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 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 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8, 6. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard PLATES GRIP MT20 220/195 Weight: 46 Ib FT = 0% 11TTs cou, V 13 VOLIISG APPRu1 i Job fuss Truss Type yJANDA RESIDENCE 7356 V06 Valley 3 1 Pa a 58 Job Reference(optional)9 �•+•� �•� • ^mow. • - Jan zv zv 10 ml I ex inousmes, Inc. mon reD 1D 14:30:10 Zu 10 rage 1 4707 ID:c_5fm2wtJdfp9wLU7uzawvzBh l a-wa2h l xKHTi_gpd7Mdm_4LRxiM41QPROJmC67PGzkquR - 18-013 1 9.107 9-107 . , scale c 1:30.4 ' r 4x4 = 3 3x4 8 7 • 6 3x4 C 1x4 II 1x4 II 1x4 II 9-107 9-107 LOADING(pso SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 ' TCDL 14.0 Lumber DOL 1.25 BC 0.12 BCLL 0.0 Rep Stress Incr YES WB 0.04 BCDL 10.0 Code IBC2012frP12007 (Matrix) LUMBER - TOP CHORD 2x4 OF No. 1&Btr G BOT CHORD 2x4 OF No.1&Btr G OTHERS 2x4 DF Std G 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 recomends that Stabilizers and required cross bracing be installed during truss erectionm, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 19-7-5. (lb) - Max Horz 1= 37(LC 7) Max Uplift All uplift 100 Ib or less at joints) 1, 5, 8, 6 Max Grav All reactions 250 Ib or less atjoint(s) 1, 5 except 7=257(LC 1), 8=482(LC 17), 6=482(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-356/63, 4-6=-356/63 I • NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf; h=20ft; B=60ft; L=40ft; eave=5ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 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 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 5, 8, 6. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with faced heels" Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard 0107 DEFL. in (loc) I/deft Ltd PLATES GRIP Vert(LL) n/a n/a '999 MT20 220/195 Vert(TL) n/a n/a 999 Horz(TL) 0.00 5 n/a n/a Weight: 61 Ib FT = 0% LV APPS®�� 4r Job. I rusS Truss I ype uly yJANDA RESIDENCE 7356 V07 Valley t 1 Page Sg Job Reference (optional) ID:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-0mc3FHLVE06XRmlY9UVJUeTUxUSPYu 1 T%shxjzkqu0 zza1s 115-0 Scale = 1:35.4 4x4 = 4 3x4 13 12 11 10 9 8 3x4 1x4 II 1x4 II 1x4 II 1x4 II 3x4 = 1x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horc(TL) 0.00 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G OTHERS 2x4 DF Std G y BRACING - TOP CHORD' Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 22-9-15. (lb) - Max Horz 1= 45(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 12, 13, 10, 8 Max Grav All reactions 250 Ib or less at joint(s) 1, 7 except 11=313(LC 1), 12=379(LC 17), 13=332(LC 1), 10=379(LC 18), 8=332(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-299/57, 5-10=-299/57 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf-, h=20ft; B=60ft; L=40ft; eave=5ft; Cat. Il; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3).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 2-M 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) 12, 13, 10, 8. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. LOAD CASE(S) Standard Weight: 76 Ib FT = 0% VI -m coin 4 G ®IV4 O FUSS russ Type CSI. y RESIDENCE 7356 V08 VALLEY 1 1 �JANDA Page 60 1.25 TC 0.13 Vert(LL) 0.00 10 Job Reference (optional) v, wr"vn i nvw, u �va.n, v — a4c i4 /.o iu s Jan Ce 4-0 MI I ex InvUSMes, Inc. Mon rev 10 14::1o:Zu Zulu Page 1 ID:c_5fm2wtJdfp9wLU7uzawvzBh 1 a-syARSdMX?JE02wHkkBOYQsO3iuRbHK5cEWbET9zkquP 1150 22.10.0 2W 1.60 115-0 115-0 i 1.60 � Scale = 1:38.5 4x4 = 3x811 17 16 15 14 13 12 3x811 1x4 II 1x4 It 1x4 II 1x4 II 3x4 = 10 II I 16 LOADING(psf) SPACING -2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 10 n/r 120 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.00 11 n/r 90 BCLL ? 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code IBC2012lrP12007 (Matrix) Wind(LL) 0.00 10 n/r 180 Weight: 89 Ib, LFT = 0% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G LOAD CASE(S) OTHERS 2x4 DF Std G Standard SLIDER Left 2x4 DF Std -G 1-5-8, Right 2x4 DF Std -G 1-5-8 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. All bearings 22-10-0. (lb) - Max Horz 2=-51(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 2, 16, 17, 14, 12, 10 Max Grav All reactions 250 Ib or less at joint(s) 2, 10 except 15=284(LC 1), 16=378(LC 17), 17=333(LC 17), 14=378(LC 18), 12=333(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-16=-298/56, 4-17=-250/49, 7-14=-298/56, 8-12=-250/49 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=8.4psf; BCDL=4.2psf;\h=20ft; B=60ft; L=40ft; eave=5ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 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 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 16, 17, 14, 12, 10. ' 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Trusses in this job comply with CBC 2013 Section 2303 Part 4. J3UJJ IG-DNNO, AV 00 H 2 ' oo , z z ,' xo p Page 61 CD m Cal 0 Cl O rnm I j m X N N= Z Z Z m cn r r+'I N Z Fn = I zd m� N C � N �N 8 0 rn o N n m i �d I n N z N< � En O m N f cZ"� C I G7 N m CD-C.nt7 �A�� Co rn co O� I C Z Z m N co == I.) . m rn z O N, °DI 8 �N am c m Coo C)o�p C) � as Zoo X v DNO fNTiNA U S Cf) -1 rn =J r X N N ; < 3 A o m sNCn N N p I N aCQm7�Zp p r r N rn N N 0 A I X N n O O c � r r . I � m I� o =m C) cn 0 ;o m cn v C O N N m v r � vml rnW W rn U C% I _ W CS T �n rN X C� W A N = v X O I U — Z A N p COi rn 2 Oe O _ N N D N 2 Z mfil-oz: o c C=Jm v� O Of XOLn O W v N rn at m O O 12'-0' MAX Ea A DESIGN LOADS TCLL: 40 PSFEBCDLL: F E xp�3-aft• * . j G TOCKTON TRUSS TCDL: 16 PSFF OF DURATION CA �.mo,.�... DURATION FACTOR: 1.25 UPLIFT TOE -NAIL I. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED i THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANC, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE BOTTOM CHORD SPECIES OR TOP PLATE SPECIES FOR MEMBERS OF DIFFERENT SPECIES. NEAR DETAIL SIDE VIEW M 30.00' L TOP PLATE OF WALL L/3 VALUES SHOWN ARE CAPACITY PER. TOE -NAIL APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. END VIEW EXAt11etE: (3)-16d NAILS (.162-dia.3.51 WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS)X3&8 (LB/NAIL)X1.33 (DOL FOR WIND)=146.81b MAMNUM ALLOWABLE UPLIFT REACTION DUE TO WIND. FOR WIND DOL OF 1.60: 3 (NAILS)X36.8 (LB/NAIL)X1.60 (DOL FOR WIND)=176.6@ MAMNUM ALLOWABLE UPLIFT REACTION DUE TO WIND. IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING IS MORE THAN 146.81bs(176.61bs) MOTHER MECHANICAL UPLIFT CONNECTION MUST BE USED. pp *"USE (3) TOE -NAILS ON 2X4 BEARING WALL f -'USE (4) TOE -NMS ON 2X6 BEARING WALL NEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY TOE -NAIL WITHDRAWAL VALUES PER nds 2001(lb/noil) DIAM. SYP OF HF SPF SPF -S .131 58.5 46.1 31.6 29.8 20.3 o .135 60.3 47.5 32.6 30.7 20.9 J .162 72.3 57.0 39.1 36.8 25.1 M c� .128 53.1 41.8 28.7 27.0 18.4 o .131 54.3 42.8 29.3 27.7 18.8 N .148 61.4 48.3 33.2 31.3 21.3 .120 45.9 36.2 24.8 23.4 15.9 c� a J .128 49.0 38.6 26.5 25.0 17.0 o .131 50.1 39.5 27.1 25.6 17.4 M .148 56.6 44.6 30.6 28.9 19.6 NEAR DETAIL SIDE VIEW M 30.00' L TOP PLATE OF WALL L/3 VALUES SHOWN ARE CAPACITY PER. TOE -NAIL APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. END VIEW EXAt11etE: (3)-16d NAILS (.162-dia.3.51 WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS)X3&8 (LB/NAIL)X1.33 (DOL FOR WIND)=146.81b MAMNUM ALLOWABLE UPLIFT REACTION DUE TO WIND. FOR WIND DOL OF 1.60: 3 (NAILS)X36.8 (LB/NAIL)X1.60 (DOL FOR WIND)=176.6@ MAMNUM ALLOWABLE UPLIFT REACTION DUE TO WIND. IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING IS MORE THAN 146.81bs(176.61bs) MOTHER MECHANICAL UPLIFT CONNECTION MUST BE USED. pp *"USE (3) TOE -NAILS ON 2X4 BEARING WALL f -'USE (4) TOE -NMS ON 2X6 BEARING WALL NEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY FEBRUARY 24, 2012 OO F\11700 0 00 0 00 F MiTek USA, Inc. PURLIN GABLE DETAIL THE PURLIN GABLE TO BE LAID ON TOP OF THE HIP TRUSSES AND ATTACHED WHERE IT HAS CONTACT WITH THE TRUSSES BELOW. SEE DETAIL #2—� SEE DETAIL # JACKS Page 63 ST -H I P01 MiTek USA, Inc. Page 1 of 2 STUD SPACING.OI�iPURLIN GABLE TO BE LESSgT OR7Ea AL TO THE LEAST TOP;.CHORD POPLIN SPACING ON THE GIRD��ORI `IB',TRUSS. r -o• ��� MAX ��® (TYPICAL) (�O/6p 3x5 ALL PLATES TO BE 2c4 UNLESS OTHERWISE NOTED 3x5 TYPICAL "PURLIN GABLE" REFER TO ENGINEERED TRUSS DRAWING FOR EACH INDIVIDUAL TRUSS SEE DETAIL #3 d UZ O OUCr u- SEE SHEET 2 OF 2 FOR ALL DETAILS MAX MEAN ROOF HEIGHT = 30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98, ASCE 7-02, ASCE 7-05 100 MPH (MWFRS) ASCE 7-10 125 MPH (MWFRS) WIND DURATION OF LOAD INCREASE: 1.60 MAX TRUSS SPACING = 24" O.C. MAX STUD.SPACING = 24" O.C. MINIMUM PITCH 2/12 MAXIMUM PITCH 12/12 } JANUARY 1, 2009 �o oQ 0 00 a MiTek USA, Inc. 16d NAILS 6" O.C. Pay 64 PURLIN GABLE DETAIL ST-HIP01- MTek USA, Inc. Page 2 of 2 THE TOP OF THE HIP GIRDER TRUSS AT THE BASE OF THE PURLIN GABLE IS DROPPED LESS THEN ALL THE OTHER HIP 16d NAILS TRUSSES. THE BOTTOM EDGE 6" O.C. OF THE PURLIN GABLE FACE OF THS TRUSS QGpPO� AND BEARS ON TOP. ALTERNATE DETAIL I ATTACH 2x_ LEDGER TO FLAT TOP CHORD WITH 2 ROWS OF 10d NAILS (.131" DIAM. x 3") SPACED 9" O.C. HIP GIRDER CONNECTION OF JACK TO HIP GIRDER TO BE DESIGNED BY OTHERS S DETAIL190 � 40, j ,�sl � 7— APEX ® THE PURLIN GABLE DOES NOT ALIGN WITH THE END OF THE FLAT TOP CHORD SECTION.\ � ROOF \\S SHEATHING POO��G� PURLIN GABLE FLAT TOP CHORD PORTION OF THE LOWER TRUSS TRUSS TOP CHORD DETAIL #4 ti 4' STEPDOW N HIP TRUSSES ON ROOF SLOPES OF 2/12 TO 6/12 ATTACH PURLIN GABLE WITH (2) 10d RING SHANK OR 16d COMMON WIRENAILS. GP THESE MUT ACHIEVE LS 2 INCH M NIMUM PIENETRAT ON INTOA QJP�\� O THE TRUSS TOP CHORD. IF THE ROOF SLOPE IS GREATER THAN 6/12 THEN USE g A USP RT3 FRAMING ANCHOR a OR EQUIVALENT. F� ALL NAILING SHALL BE DONE IN Cn ACCORDANCE TO APPLICABLE CODES gtz u - AND STANDARD BUILDING PRACTICES. 1 DETAIL #3 DETAIL #2 THE PURLIN GABLE DOES NOT ALIGN WITH THE END OF THE FLAT TOP CHORD SECTION.\ � ROOF \\S SHEATHING POO��G� PURLIN GABLE FLAT TOP CHORD PORTION OF THE LOWER TRUSS TRUSS TOP CHORD DETAIL #4 ti 4' March 4, 2013 LATERAL TOE -NAIL DETAIL ST-TOEVAPL SP 1-I=:) ® MTek USA, Inc. Page 1 of 1 NOTES: =E1LJ 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND �C= II l EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH i I I AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (Ib/nail) X 1.15 (DOL) = 291.5 Ib Maximum Capacity ANGLE MAY VARY FROM 30 ° TO 60" 45.00° ANGLE MAY VARY FROM 30* TO 60* THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (2x3, 2x4) 2 NAILS NEAR SIDE NEAR SIDE 45.00* SIDE VIEW (2x6) 3 NAILS 4 NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30* TO 600 BUILDING DIVISION APPROVED 45.000 TOE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) DIAM. I SP DF HF SPF SPF -S C7 .131 88.0 1 80.6 69.9 68.4 59.7 p .135 I 93.5 85.6 74.2 72.6 63.4 J .162 108.8 99.6 86.4 84.5 73.8 ri 0 Z .128 74.2 67.9 58.9 57.6 50.3 0 ,131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 of VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (Ib/nail) X 1.15 (DOL) = 291.5 Ib Maximum Capacity ANGLE MAY VARY FROM 30 ° TO 60" 45.00° ANGLE MAY VARY FROM 30* TO 60* THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (2x3, 2x4) 2 NAILS NEAR SIDE NEAR SIDE 45.00* SIDE VIEW (2x6) 3 NAILS 4 NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30* TO 600 BUILDING DIVISION APPROVED 45.000 66 LATERAL BRACING DETAIL � , Ja: I1� [TON TRUSS a*ocna . u�6s zm.v ram mar< mo.warar.v IOL. WM 0 24' O C. (M.) 4 LATERAL BRACE PER USS OES1d1 MIH 2-10d R VM OR CHORD (IV.) IML LAMM BRACE MAY :11ST M ON am k OF X TRUSS MS TRUSSES 0 24' O. >L; LATERAL BRACE BE WSMM ON E SIDE of THE MW 2X4 BRACE MIH 10d 0 r Ot BRACE MUSE BE SM THE LFBGTH OF THE MS THS MAL IS TO BE USED AS AN ALT. FOR ONE CONnN= LATERAL BMRCE 1M. Ran W RELaUM AT EACH EM OF BRACE AND AT 20'-0- MIERVAM LMM NM O E MSE BY THE BULM otSIdER/PLaQECf E11GKER USE DIAGONALHiJICE(S) OF AT LEAS? 2X4 SffdSS-GRADE lIwo FASTEN 1 EACH TRUSS MIN 0 2-12d !WS App�o��s�N