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HomeMy WebLinkAboutB17-1883 069-390-057Ei JOB: Converse PL hvAb LOCATION: OrOVllle, Ca. M i e lL 655 Cal Oak Rd. 1 TRUSS ENGINEERING POWER TO PERFORM. P.O. Box 1947 i MiTek Industries, Inc. (' QQ Oroville, Ca"((��'5"65 7777 Greenback Lane a Suite 109"'^"+."^ . Phone.(530)534-0300 Citrus Heights, Ca.95610 t. Phone: (916)676-1900 q05Jq4.5Z69 Fax.5J ) ( Fax:(916)676-1909 �""� ► LUMBER � I 44 ► HARDWARE. �,t �y ,� � ��� , , � ,l ► STOCK PLANS tiM r� ICUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES � I�t Do- PRE FRAMED WALLS 7�r WARNING: DO NOT CUT OR ALTER TRUSSES IN ANYWAY. This Image was created with WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. �B17-1883 A-R/Pe TIMBER _ 1)69-390-057 PRODUCTS TRUSSES REQUIRE EXTREME CARE IN HANDLING a C'ti U SrI ] $, ? 017 INSPECTION � BUYER ACCEPTS THAT LUMBER AND LUMBER PRODUCTS� STRUCTURE r 105 S.E. 124th AVE. MAY CONTAIN MOLD SPORES, THE PRESENCE OF WHICH ;�EVV ROOF Vancouver, Wa. 98684 WILL NOT BE CONSIDERED A DEFECTwF�!�� Phone: (360)449-3840 r® C w si a FOR Fax:(360)449-3953 �y Ag gay_ _ DATE —�v . �-�. i �'�- b `—��%4=— - .i -i --- - - ; -- - Paul and Lynda Converse 238 Hilcrelst Ave. Oroville, Ca.95966 A.P. #069-390-057 I 11 ( 5) 0 m 'i i i i t UWE MiTek" MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 Re: Converse—PL Converse $PERMITNUM $PERMITADDRl The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R51351204 thru R51351210 My license renewal date for the state of California is March 31, 2018. I i �ROF£SS/py TEOQOs�FtiG) iI Q F Cr W C 75435Uj * EXP. 0313112018 s C �Q August 8,2017 Teodosescu, Eduard IMPORTANT NOTE: Truss Engineer's responsibility is solely for design parameters shown design of individual trusses based upon Parameters have not been verified on referenced truss drawings. j appropriate for any use. Any location identification specified is as for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1 Chapter 2. i I i Symbols Numbering System General Safety_ Notes PLATE LOCATION AND ORIENTATION 3j4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft-in-sixteenths. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage Or Personal Injury Apply plates to both sides Of truss and fully embed teeth. t. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. Q .t/i b' 2. Tens bracing must be designed by an engineer. For 1 2 3 wide truss spacing, Individual lateral braces themselves TOP CHORDS may require bracing, r a8emattve T, [.or Eliminator cr-2 cza bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never o p stack materials on inadequately braced trusses. For 4 x 2 orientation, locate i O <� 1 = u 3 �� 3 W O (� sb � _ 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and plates 0- Ad' from outside a v U all other interested parties. edge Of truss. 0 5. Cut members to bear tightly against each other.' c7-e c�,zc 0 � BOTTOM CHORDS �. This symbol indicates the 6. Place plates on each face of truss at each required direction of slots in 8 7 6 5 joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. connector plates. 'Plate location details available in MiTek 20/20 7. Design assumes tenses wiR be suitably protected from the environment in accord with ANSI/TPI 1. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED C- 5E 8. Unless otherwise noted, moisture content of lumber shag not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTTHESTHEST TO T PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 4 X 4 /' width measured perpendicular NUMBERS/LETTERS. 10. Camber is anon-structural consideration and is the to slots. Second dimension is responsibility of truss fabricator. General practice h to camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the output. Use T, I or Eliminator bracing 95-43, 96-31, 9667A NER-487, NER-561 13. Top chords must be sheathed or purges provided at if indicated. 95110,84-32,96-67, ER-3907,9432A spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, R no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTeW All Rights Reserved 16. Do not cut or after truss member or late without prior approval of an engineer. p reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. pwq IN 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with industry Standards: project engineer before use. ANSI/TPI i : National Design Specification for MetalRol 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.i ® and pictures) before use. Revievring pictures alone DSB-89: Design Standard for Bracing, is not sufficient. BCSI' Building Component Safety Information, Guide to Good Practice for Handling, 20. Design assumes manufacture in accordance with Installing & Bracing of Metal Plate POWER rG PERFaDRM.'- ANSI/TPI 1 Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet: Mil-7473 rev. 10208 Job Truss Truss Type Qty Ply Converse R51351204 GABLE 1 1 SE_PL A10 -job. eference o tional - 7.430 s Jul 25 2013 MiTek Industries, Inc. Tua Aug 08 13:57:09 2017 Page 1 Endeavor Homes, Oroville, CA 95965 ID:rbfMuKYpDMFMcXBB9JA81ypx1 m-SHw81LSFwcbSe58UFMfk2100uKQLdYEg3HAS1 xypsZO -3-0-0 42-11 a-1-14 14-3-0 19-3-7 : 23-10-12 28-6-0 34-0.2 40-2-0 43-2-0 3-0.0 4-2-11 3.11-3... 6-1-2 5-0-7 4-7-4 4-7-4 5.6-2 6-1-14 .3-0-0 Scale = 1:78.4 - 5z6 = 5.00 12 7 73 3x4 G 3x8 C 3x4 5x6 G 9 3x4 3x4 --10x12 Zz� - 5.. 3x4 6 3x4 10 - 3x4 4 17 3x4 3 .5x8 = w 71. 16 74 4 2 4x4 3x8 C. 11 19 15 4 61 12Id 4x1214 3x6 II 13 3x6 11 5x10 3.25 12 8x10 3x6 I I 8x12 C 3x6 11 3x6 11 4.2-11 8-1-12 8-114 14-3-0 19-3-7 23-10.12 28-6-0 34-0.2 40.2-0 4-2-11 111-1 o. -d-2 6-1-2 5-0.7 .47-4 > 47-4 5-6-2. _ 6.1-14 Plate Offsets X Y : 2:0-3-4 0-2-1 5:0-3-0 0-3-0 11:0-4-6 0-2 7 11:0-3-10,0-2-81,[27:0-1-8.0-0-121,[64:0-1-11 0 0 12 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.04 16-17 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.12 17-18 >999 240 BCLL 0.0 " Rep Stress Incr YES WB 0.50 Horz(TL) 0.07 14 n/a n/a Weight: 314 Ib FT = 201% BCDL 10.0 Code IBC2012/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins. BOT CHORD 2x4 DF No.2 *Except* ` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 11-14: 2x8 DF No.2 G WEBS 1 Row at midpt 8-14 WEBS 2x4 DF Std MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Std be installed during truss erection, in accordance with Stabilizer SLIDER Left 2x4 DF No.2 2-3-14 Installation guide. REACTIONS All bearings, 0-3-8. (lb) - Max Horz 2=172(LC 13) Max Uplift All uplift 100 Ib or less at joints) except 2=-167(LC 8), 14=-291(LC 13), 11=-191(LC 13), 18=-259(LC 12) Max Grav All reactions 250 Ib or less atjoint(s) except 2=438(LC 25), 14=1647(LC 1), 11=458(LC 26), 18=1106(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown: TOP CHORD 4-5=-1131522, 5-6-994/171, 6-72=-475/173, 7-72=-425/187, 7-73=-388/197, 8-73=-468/183, 8-9=-14/752, 9-10=-66/772,10-74-71/306,11-74=-76/267 BOT CHORD 17-18=-427/125, 16-17=-78/894, 13-14=-273/137, 11-13=266/143 WEBS 4-18_ 565/167, 5-18=-866/261, 5-17=-148/1224, 6-17=0/314, 6-16=-608/164, 8-16=-35/382, 8-14=-1245/137, 9-14=-339/173,10-14=-557/178 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -3-04 to 1-0-3,1nterior(1) 1-0-3 to 19-3-7, Exterior(2) 19-3-7 to 23-3-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind bads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry QROFESS11 /y9 Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. �� TEOO�s<<t`�C 4) All plates are 1.5x4 MT20 unless otherwise indicated. GO 5) Gable studs spaced at 1-4-0 oc. w W� C 75435 C m 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will EXP. 03131/2018 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 167 Ib uplift at joint 2, 291 Ib uplift at joint 14 191 Ib uplift at joint 11 and 259 lb uplift at joint 18. 9 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 14, 18. �FCAI �F LOAD CASE(S) Standard August 8,2017 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. 1♦W Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi'ek, I s ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Citrus Hal q his CA 95610 Symbols �- PLATE Numbering System LOCATION AND ORIENTATION General Safety Notes j 3j4 Center plate on joint unless x, y j 1 offsets are indicated. Dimensions ore in ft -in -sixteenths. Apply plates to both sides �4 8 dimensions shown in ft -in -sixteenths (Drawings Failure to Follow Could Cause Property rL Damage Or Personal Injury of truss and fully not to scole) I' embed teeth. Q'i/16 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See 8 CSL L T3 r TOP CHORDS ' 2. Truss bracing must be designed by an engineer. For C made truss spacing, individual lateral broces themselves ct-2 cs� y require bracing, or altemative T, L or Eliminator bracing should be considered. For 4 x 2 orientation, locate WEBS 4 ^ v _ " 3 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. plates 0 -'Al, from Outside edge Of 1rUSS, ��� ° U CL dab e 4. Provide copies of this truss design to the building designer, erection supervisor, 0 u U Property owner and aq other interested parties. This indicatesOf the C7-8 C6.7 a. BOTTOM CHORDS a� O 5. Cut members to bear tightly against each other. fired di �..� required direction of slots in Connector 8 7 6 6. Place plates on each to of tens at each plates. `Plate 5 goint and embed fully. Knots and wane at int ocati 10 ons are regulated by ANSI/TPI I. Iocatlon details available in Mitek 20/20 software Or Upon request. I 7. Design assumes trusses will be suitably the environment in accord with ANSIPI Protected from PLATE SIZE JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST 8• Unless otherwise noted, moisture content of lumber shall not exceed 19% THE LEFT. TO at time of fabrication. The first dimension is the plate 4 X 4 Width measured Perpendicular P of CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMB NUMBERS ER E 9• Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 9 be � to Slots. Second dimension is the length parallel to Slots. Ti /LETTERS. / E RS. m r. 10. Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead bad deflection. LATERAL BRACING LOCATION PRODUCT CODE APPROVAL S 1 I. Plate type, size, orientation and location dimensions indicated are minimum ICC -ES Reports: plating requirements. Indicated by symbol shown and/or I by text in the bracing section the ESR -1311, ESR -1352, ER -5243, 96048, 12, Lumber used shall be of the species and size, and in all specified respects, equal to or better than that of ' Output. Use T, I or Eliminator bracing if indicated. > 95-43, 96-31, 9667A NER-487, NER-561 13. Top chords must be sheathed BEARING 95110, 84-32, 96-67, ER -3907, 9432A or purrnsrovide spacing indicated on design. p d at 14. Bottom chords require lateral bracing at 10 ft. spacing, less, if no ceiling is installed, unless otherwise Indor IOccur. Where bearings (supports) (supports) occur. icons very but noted. 15. Connections not shown are the responsibility of others. reaction Section indicates joint number where bearings occur. © 2006 M?ek®All Rights Reserved 16. Do not cut or after truss member or plate without prior approval of an engineer. t�®® 17. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI I' National Design Specification _ 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with for Metal Plate Connected Wood Truss Construction. DSB-89; project engineer before use. Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to • 19. Review an portions of this design (front, back, words and pictures) before use. Reviewing pictures alone isnot sufficient. •n Good Practice for Handling, n g, nst Installing pl b ng &Bracing of Metal Plate Connected Wood Trusses. F"a'WER T -o P1=RFGR!►�'M 20. Design assumes manufacture cture in accordance with ANSI/TPI 1 Quality Criteria - MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 " Job Truss Qty Ply Converse - R51351205 CONVERSE_PL A11 : o tional Job Truss Qty Ply Converse - R51351205 CONVERSE_PL A11 : �=---OTNpe­� 6 1 Job Reference Endeavor Homes, Oroville, CA 95965 1.430 s Jul 25 2013 MiTek Intlustnes,. Inc. T-- Aug O 09.48.45 2017 Pagel ID:rbfMuKYpDVW FMcXBB9JABiypxl m-ymkjLu9BsEn7ligVOgP66cG17RhSawMxuWsoxoypwCG -3-0-0 4-2-11 &1-14 143-0 19-3-7 23-10.12 28-6-0 34-0-2 40.21 43.2-0 30-0 4-2-11 3-11-3 - G1-2 5.0.7 4-7-4 47-4 5-6-2 6.1-14 3-0.0 Scale = 1:78.4. 5x6_ : I. 5.00 F1_2 7 22 3x4 3x8 21 g 1.5x4 II 5x6 O 9 5 5x6 d d, 3x4 i 3x4 i 4 17 10 ' .. 3 - 5x8 = 16 A 2 20 4x4 3x8 C 23 11 19 15 1.5x4 11 12 11 d ' 1.5x4 11 4x12 % 14 3.2512. 13 4x6 = 8x10 � 3x6 42-11 8.1-12 9-1 14 143-0 19-3-7 23-10.12 28-6-0 34-0.2 40.2-0 ' 4-2-115-0.7 4-7-4 47-4 5-6.2 6-1-14 Plate Offsets (X Y) [2:0 -3-4,0-2-11,[5:0-3-0,0-3-01,[10:0-3-0.0-3-01,[11:0-3-7,0-1-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.04 16-17 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.12 16-17 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.51 Horz(TL) 0.07 14 n/a n/a BCDL 10.0 Code IBC2012ITP12007 (Matrix) Weight: 220 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-10 ocpurlins. BOT CHORD 2x4 DF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 11-14: 2x8 DF No.2 G WEBS 1 Row at midpt 8-14 WEBS 2x4 DF Std , SLIDER Left 2x4 DF No.2 2-3-14 REACTIONS All bearings 0-3-8. (lb) - Max Horz 2=-172(LC 13) Max Uplift All uplift 100 Ib or less atjoint(s) except 2=-167(LC 8),114=296([_C 13), 11=-188(LC 13), 18=-261(LC 12) BUTTE COUNTY Max Grav All reactions 250 lb or less at joint(s) except 2=437(LC 25), 14=1607(LC 1), 11=473(LC 26), 18=1121(LC 1) BUILDING DIVISION FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. APPROVED TOP CHORD 4-5-114/527, 5-6-1028/175, 6-7=-502/188, 7-8=-495/196, 8-9-6/687, 9-10=-55/695 BOTCHORD 17-18-431/125,16-17-82/927 WEBS 4-18=-566/167, 5-18=-881/263,5-17=-153/1260, 6-17=0/319, 6-16=615/165, 8-16=-32/361, 8-14=-1213/134, 9-14=-318/173, 10-14=-581/170 1 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psfj h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -3-0-0 to 1-0-3, Interior(1) 1-0-3 to 19-3-7, Exterior(2)19-3-7 to 23-3-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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 RpFESS/O fit between the bottom chord and any other members. �4 Nye jEOQO 5) A plate rating reduction of 20% has been applied for the green lumber members. 167 Ib at joint 2, 296 Ib uplift at joint 14 �� O Fy 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding uplift 2 188 Ib uplift at joint 11 and 261 Ib uplift at joint 18. 7) Beveled or shim required to provide full bearing surface with truss chord at joint(s) 2, 14, 18. J w w C 75435 m plate LOAD CASE(S) Standard i EX 018 J>. CIVI\_ 9TFOF CA11F�Ey August 8,2017 ' wARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall only. Additional temporary and permanent bracing ■ e�T k` M� building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the L..Qi 7777 Greenback Lane fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Citrus Hei hts CA 95610 Symbols Numbering System Genera! Safety Notes PLATE LOCATION AND ORIENTATION I 3j4 Center plate On joint unless x, y Failure to Follow Could Cause Property offsets ore indicated. Dimensions are in ft-in-sixteenths. 6-4-8 dimensions shown in ft-in-sixteenths �� (Drawings not to scale) Damage or Personal Injury Apply plates to both Sides Of truss and fully embed teeth. 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCS(. 2. Truss bracing must be designed by an engineer. For 2 3 wide truss spacing, individual lateral braces lhelnselves TOP CHORDS may require tracing, or attemative T,1, or Eliminator bracing should be considered. C1-2 cs-a WEB$ 3. Never exceed the design loading shown and never inadequately For 4 x 2 orientation, locate = Odesigner, o v � 3 ��T !N4 stack moterials on braced trusses. 4. Provide copies of this truss design to the building a U erection supervisor; property owner and interested plates 0-iAd' from outside all other parties. edge Of truss. p 5. Cut members to bear tightly against each other. c7-e c6a ~ BOTTOM CHORDS 6. Place plates on each face of truss at each This Symbol indicates the 8 7 6 5 dint and embed fully. Knots and wane at joint locations �. required direction Of slots in are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes tenses Will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 1917 at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressty noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate p rp 4 4 width measured perpendicular CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non structural consideration and is the X to slots. Second dimension is responsibility of truss fabricator. General practice is to camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 96048, In all respects, equal to or better than that specified. by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, If no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or atter truss member or plate without prior (supports) occur. Icons vary but © 2006 MiTek® All Riqhts Reserved approval of an engineer. reaction section indicates joint ®® number where bearings occur. 17. Install and food vertically unless indicated otherwise. 711' 1 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards:; RO19. project engineer before use. ANSI/TPI i :' National Design Specification for Metal Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.i ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, PCIrW4 'R Ta PERFORM.'" ANSI/TPI 1 Quarty Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 -�------�--- -----fir - ,�� - — I Endeavor Homes Oroville, CA 95965 7.430 s Jul 25 2013 M!Tek Industries, Inc.Aug 9 ID:rbfMuKYpDWbFMcXBB9JA81ypx1 m-Qy15YE9mdYv_NtPiyYwLfpfCtr1 TJNc56AbMTFypwCF 40.2-0 43-2-0 -3-0-0 42-11 8-1-14 143.0 19.3-7 '23-10.12 28-8.0 34-0.2 3.0.0 4-2-11 3-11-3 6.1-2 5.0-7 4-7-4 4-7-4 5-6.2 8.1-14 Scale = 1:78.4 5x6._ 5.00 12 7 22 3x4 i 3x8 C 6:.21 8 5x6 1.5x4 9 _n 5 , 5x6 3x4 % 10 17 3x4 �... 4 N 3 5x8 = A ig h I 2 20 4x4 - 3x8 � 23 11 15 _ 1 19 1.5x4 11 - .. 12I6 4x12 1.5x4 H 14 13 4x8 = 3.25 12 8x10 3x6 11 4x8 I 4-2-11 8-1-12 8-114 14-34 19-37 23-10.12 28-6-0 340.2 ' 38-11-0 0-2 4-2-11 311-1 0- 2 B-1-2 5.0.7 4-7-4 4-7-4 5.6-2 4-10.14 1-30 Plate Offsets (X Y) [2:0-3-4.0-2-11 [5:0-3-0,0-3-01, 5 03-0 0 3 Ol f 10 0 3-0 0 3 Ol [11:0-4-11,0-1-101,111:0-3-8.1-9-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.04 16-17 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.12 16-17 >999 240 BCLL 0.0 " Rep Stress lncr YES WB 0.51 Horz(TL) 0.07 14 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 221 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins. BOT CHORD 2x4 DF No.2 *Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 11-14:2x8 DF No.2 G WEBS 1 Row at midpt 8-14 WEBS 2x4 DF Std WEDGE Right: 2x4 DF No.2 SLIDER Left 2x4 DF No.2 2-3-14 REACTIONS All bearings 0-3-8. (lb) - Max Horz 2=-172(LC 13) Max U lift All uplift 100 Ib or less at joint(s) except 2=-167(LC 8), 14=-296(LC 13), p P 11=-188(LC 13), 18=-261 (LC 12) Max Grav All reactions 250 Ib or less atjoint(s) except 2=437(LC 25), 14=1607(LC 1), BUTTE COUNTY 11=473(LC 26), 18=1121(LC 1)' C FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BUILDING DIVISION TOP CHORD 4-5=-114/527, 5-6=-1028/175, 6-7=-502/188, 7-8=-495/196, 8-9=-6/687, 9-10=-55/695 APPROVED BOT CHORD 17-18=431/125, 16-17=-82/927 R !0 G WEBS 4-18=566/167, 5-18=-881/263, 5-17=-153/1260, 6-17=0/319, 6 16=-615/165, 8-16=-32/361, 8-14=-1213/134, 9-14=-318/173, 10-14=-581/170 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -3-0-0 to 1-0-3, Interior(1) 1-0-3 to 19-3-7, Exterior(2) 19-3-7 to 23-3-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 eROFESS/�N 3) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. - q 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 �O 1E0 fit between the bottom chord and any other members. Q 5) A plate rating reduction of 20% has been applied for the green lumber members. GO J rP 2 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 Ib uplift at joint 2, 296 Ib uplift at joint 14 � w C 75435 c rn 188 Ib uplift at joint 11 and 261 Ib uplift at joint 18. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 14, 18. * EXP. 03131/2018 LOAD CASE(S) Standard �gTFOFCAUF August 8,2017 WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. r Design valid for use only with MrreM connectors. This design is based only upon parameters shown, and Is for an Individual building component, not rmla. a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 7 building design. Bracing indicated Is to prevent truckling of individual truss web and/or chord members Dory. Additional temporary and pemtaneM bracing M iTek` " is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel Ms CA 95610 .. I ;�=AlU2S Truss Type QyPly Conrse851351206 COMMON 1- Job .Reference o tional Tue Au 08 09:49:46 2017 Pae 1 Endeavor Homes Oroville, CA 95965 7.430 s Jul 25 2013 M!Tek Industries, Inc.Aug 9 ID:rbfMuKYpDWbFMcXBB9JA81ypx1 m-Qy15YE9mdYv_NtPiyYwLfpfCtr1 TJNc56AbMTFypwCF 40.2-0 43-2-0 -3-0-0 42-11 8-1-14 143.0 19.3-7 '23-10.12 28-8.0 34-0.2 3.0.0 4-2-11 3-11-3 6.1-2 5.0-7 4-7-4 4-7-4 5-6.2 8.1-14 Scale = 1:78.4 5x6._ 5.00 12 7 22 3x4 i 3x8 C 6:.21 8 5x6 1.5x4 9 _n 5 , 5x6 3x4 % 10 17 3x4 �... 4 N 3 5x8 = A ig h I 2 20 4x4 - 3x8 � 23 11 15 _ 1 19 1.5x4 11 - .. 12I6 4x12 1.5x4 H 14 13 4x8 = 3.25 12 8x10 3x6 11 4x8 I 4-2-11 8-1-12 8-114 14-34 19-37 23-10.12 28-6-0 340.2 ' 38-11-0 0-2 4-2-11 311-1 0- 2 B-1-2 5.0.7 4-7-4 4-7-4 5.6-2 4-10.14 1-30 Plate Offsets (X Y) [2:0-3-4.0-2-11 [5:0-3-0,0-3-01, 5 03-0 0 3 Ol f 10 0 3-0 0 3 Ol [11:0-4-11,0-1-101,111:0-3-8.1-9-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.04 16-17 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.12 16-17 >999 240 BCLL 0.0 " Rep Stress lncr YES WB 0.51 Horz(TL) 0.07 14 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 221 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins. BOT CHORD 2x4 DF No.2 *Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 11-14:2x8 DF No.2 G WEBS 1 Row at midpt 8-14 WEBS 2x4 DF Std WEDGE Right: 2x4 DF No.2 SLIDER Left 2x4 DF No.2 2-3-14 REACTIONS All bearings 0-3-8. (lb) - Max Horz 2=-172(LC 13) Max U lift All uplift 100 Ib or less at joint(s) except 2=-167(LC 8), 14=-296(LC 13), p P 11=-188(LC 13), 18=-261 (LC 12) Max Grav All reactions 250 Ib or less atjoint(s) except 2=437(LC 25), 14=1607(LC 1), BUTTE COUNTY 11=473(LC 26), 18=1121(LC 1)' C FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BUILDING DIVISION TOP CHORD 4-5=-114/527, 5-6=-1028/175, 6-7=-502/188, 7-8=-495/196, 8-9=-6/687, 9-10=-55/695 APPROVED BOT CHORD 17-18=431/125, 16-17=-82/927 R !0 G WEBS 4-18=566/167, 5-18=-881/263, 5-17=-153/1260, 6-17=0/319, 6 16=-615/165, 8-16=-32/361, 8-14=-1213/134, 9-14=-318/173, 10-14=-581/170 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -3-0-0 to 1-0-3, Interior(1) 1-0-3 to 19-3-7, Exterior(2) 19-3-7 to 23-3-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 eROFESS/�N 3) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. - q 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 �O 1E0 fit between the bottom chord and any other members. Q 5) A plate rating reduction of 20% has been applied for the green lumber members. GO J rP 2 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 Ib uplift at joint 2, 296 Ib uplift at joint 14 � w C 75435 c rn 188 Ib uplift at joint 11 and 261 Ib uplift at joint 18. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 14, 18. * EXP. 03131/2018 LOAD CASE(S) Standard �gTFOFCAUF August 8,2017 WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. r Design valid for use only with MrreM connectors. This design is based only upon parameters shown, and Is for an Individual building component, not rmla. a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 7 building design. Bracing indicated Is to prevent truckling of individual truss web and/or chord members Dory. Additional temporary and pemtaneM bracing M iTek` " is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel Ms CA 95610 .. I ;�=AlU2S Truss Type QyPly Conrse851351206 COMMON 1- Job Symbols Numbering System General safety Notes PLATE LOCATION AND ORIENTATION 14- 13/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths �" �� (Drawings not to scale) Damage Or Personal Injury Apply plates to both sides of truss I and fully embed teeth. 1. Additional stability bracing for truss system, e.g. diagonal or x -bracing, is always required. See SCSI. 0'1/161 2. Truss bracing must be designed by an engineer. For 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, I, or Eliminator ci-x csa bracing should be considered. 4 WEBS ez� 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. For X 2 Orientation, locate Oz v �� h ��� 3:4. U eb Provide copies of this truss design to the building designer, erection supervisor, property owner and plates 0 -'Ad' from Outside a v U all other interested parties. edge Of truss. p 5. Cut members to bear tightly against each other. cz-e ce-a C54 r - BOTTOM CHORDS ..� This symbol indicates the 6. Place plates on each face of truss at each �. required direction of slots in 8 7 6 5 joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes tenses will be suitably protected from "Plate location details available in MiTek 20/20 the environment in accord with ANSI/TPI 1. Software or Upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING, AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT A 4 X �} Width measured perpendicular NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel t0 SIOtS. 11. Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC -ES Reports: species and size, and 12. Lumber used shall be of the s p in all respects, equal to or better than that Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, specified. by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed,. unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) Occur. Icons very but ©2006 MTek®Ali Rights Reserved 16. Donot cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur.®® 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards. RON project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.i ■ ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. K Is not sufficient.. BCSL' Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, PCYWER Ta ,PERFORM." ANSI/TPI 1 Quality criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10208 rJo Truss Truss Type Qty Ply converse 851351207 VERSE_PL A13 COMMON 3 1 Job Reference(optional)_ - 7.430 s Jul 25 2013 MiTek Industries, Inc. Tue Endeavor Homes, Oroville, CA 95965 Aug 08 09:48:47 2017 Page 1 ID: rbfMuKYpDWbFMCXBB9JABlypxt m-u9sTIaA00s1 q_l_uWFRaB 1 BNdEMY2gsELgLv?hypwCE 3-0-0 4-2-11 8-1-14 14-3-0 193-7 23-10.12 28-6.0 34-0-2 40.2-0 43-2-0 3-0.0 4-2-11 3-11-3 6.1-2 5-0.7 4-7-4 4-7-4 5.6.2 6-1-14 3-0-0 Scale = 1:78.4 .5x6_ ..5.00 12 3x4 G 3x8 21 8 6 1.5x4 II 5x6 g 5 5x6 3x4 '- 10 - 3x4 i 4 17 N 3 5x8 = A 18 g 2 20 4x4 3x8 215 23 11 o 19 1214 61 4x12 1.5x4 11 _ 1.5x4 II 14 13 4x12 II 48 = d 3.25 F12 8x10 = 3x6 II 4-2-11 8-1-12 8-114 14-3-0 19-3-7. 23-10.12 28.6-0 34-0.2 37-10.8 1 40.2-0 - 4-2-11 3-11-1 0. 2 6-1-2 5-0.7 4-7-4 47-4 5-6-2 &10.6 Plate Offsets X Y : [2:0-3-4,0-2-11, [6:0-3-0,0-3-01, [11:0-2-4,2-3-61 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.0416-17 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.12 16-17 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.51 Horz(TL) 0.07 14 n/a n/a Weight: 225 Ib FT = 20% BCDL 10.0 Code IBC2012/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins. BOT CHORD 2x4 DF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 11-14: 2x8 DF No.2 G WEBS 1 Row at midpt 8-14 WEBS 2x4 DF Std WEDGE Right: 2x8 DF No.2 ' SLIDER Left 2x4 DF No.2 2-3-14 REACTIONS All bearings 0-3-8. (lb) - Max Horz 2=-172(LC 13) Max Uplift All uplift 100 Ib or less at joint(s) except 2=-167(LC 8), 14=-296(LC 13), 18=-261(LC 12), 11=-188(LC 13) Max Grav All reactions 250 Ib or less atjoint(s) except2=437(LC 25), 14=1607(LC 1), BUTTE COUNTY -ry p 9 E ®UNI 1 18=1121(LC 1), 11=473(LC 26) BUILDING DIVISION FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. V �� "ROVED TOP CHORD 4-5=-114/527, 5-6=-1028/175, 6-7=-502/188, 7-8=-495/196, 8-9=-6/687, 9-10=-55/695 BOTCHORD 17-18=431/125,16-17=-82/927 WEBS 4-18=-566/167, 5-18=-881/263, 5-17=-153/1260, 6-17=0/319, 6-16=-615/165, 8-16=-32/361, 8-14=1213/134, 9-14=-318/173, 10-14=581/170 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterjor(2) -3-0-0 to 1-0-3, Interior(1) 1-0-3 to 19-3-7, Exterior(2) 19-3-7 to 23-3-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 <zOFESS/p 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads OQ 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 Nq! �� T EOQ F fit between the bottom chord and any other members Ostc 5) A plate rating reduction of 20% has been applied for the green lumber members. J 14 G` %5435 N� m 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 Ib uplift at joint 2, 296 lb uplift at joint w W C 261 Ib uplift at joint 18 and 188 Ib uplift atjoint 11. li 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 14, 18, 018 LOAD CASE(S) Standard �rgTFOFCAI\F�E� August 8,2017 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7479 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based onlyupon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall M!T@ k* building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-99 and BCSI Building Component Suite 109 - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Citrus Heights, CA 95610 bols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/' Center plate on joint unless x, y Damage or Personal Injury g 4 are indicated. 6-4-8 dimensions shown in ft4ri-sixteenths offsets Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply to both sides Of truss i. Additional stability bracing for truss system, e.g. plates and fully embed teeth. diagonal or X -bracing, is always required. See BCSI. 2 Truss bracing must be designed by an engineer. For .1/i b j 3 wide truss spacing, individual lateral braces themselves may require bracing, or aflemaiive T, I, or Eliminator TOP CHORDS bracing should be considered. T I I3. cr.2 c2a 4 Never exceed the design loading shown and never WEBS cat stack materials on inadequately braced trusses. `y<, W 3 4. Provide copies of this truss design to the building For 4 2 orientation, locate = b O designer, erection supervisor, property owner and x 4 U a�' u U all other interested parties. plates -'Al' from outside truss. a_ Or 5. Cut members to bear tightly against each other. c7 -a C6-7 cs� p edgeOf 6. Place plates on each face of truss at each BOTTOM CHORDS This indicates the 6 5 joint and embed fully. Knots and wane at joint symbol direction in 8 7 locations are regulated by ANSI/TPI 1. required of Slots connector plates. 7. Design assumes trusses will be suitobty protected from the environment in accord with ANSIJTPI 1. `Plate location details available In MITek 20/20 8. Unless otherwise noted, moisture content of lumber software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shop not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 9, Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant, preservative treated, or green lumber. The first dimension is the CHORDS AND WEBS ARE IDENTIFIED BY END JOINT t0. Camber is anon -structural consideration and is the plate NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to /I X /I width measured perpendicular `t 4 to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION D PRODUCTE APPROVALS CODE D 12, Lumber used shall be of the species and size, and CT O in all respects, equal to or better than that by shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, specified. Indicated symbol of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purlins provided at by text in the bracing section Use T,1 Eliminator bracing NER-487, NER-561 spacing indicated on design. output. or if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 fl. spacing, or less, 9 no ceiling is installed, unless otherwise noted. BEARING 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint bearings 17. Install and load vertically unless indicated otherwise. r® number where occur, 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: 19. Review all portions of this design (front back, words ANSI/TPI1: National Design Specification for Metal ® and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. MiTek is not sufficient. DSB-89: Design Standard for Bracing. Safety Information, 20. Design assumes manufacture in accordance with BCSI: Building Component Guide to Good Practice for Handling, PaOMER Ta PERFQRM." ANSI/TPI t Quality Criteria Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10208 Syn Job Truss Truss Type {Qty I PIy (Converse 851351208 CONVERSE. -PL. A20 GABLE t 1 Job Reference (optional) Endeavor Homes, Oroville, CA 95965 7.430 s Jul 25 2013 MiTek Industries Inc Tue Aug OS 14 32 57 2017 Pagel ID:rbfMuKYpDWbFMcXBB9JA81ypxlm-ZXjA6pSd3aDgLBMJ5UCR6HM5pCX5uyrr TV7QRyps1q -3-0-0 4-2-11 8-1-14 143-0 19-3-7 23-10-12 2&6-0 34-0-2 4D-2-0 4&2-0 -3-0-0 42-11 3-.11-3 6-1-2 5-0-7 4-7-4 4-7-4 5-6-2 &1-14 10.0. . Scale: 1/8"=1' .5x8= 3x4 i 3x4 C 3x4 15.04F2_ 3x4 8x10 7 3x4 C 3x4 6 - 9 _.5x8 5x6 4 10. 3x4 C 3x4 �. 3x4 C :5 4x10 3x4 G 3x4 4 19 11 $x4 J N N 2 73 3 5x8 = 17 7612 <} _.o 4x4 3x8 :Z:16 1� .H d 1 20 13 d d 4x12.% %15 3x6 II:. 14 - 3x6 il. `5x10 = 3.25 F12 ax10 :Z 3x6 II 8x12 3x6 II 3x6 I 4-2-11 8A 128-114 14-3-0 19.3-7 23.10-12 28-6.0 340.2 40-2-0 42-11 311-1 0-t2 6-1-2 5-0-7 47-4 47-4 5-6-2 8-1-14 Plate Offsets (X Y) i2 0-3 40-2 1T r5 0 3 0 0 3 O1 16 0-0 14 0 1 121 110.0-3-12 0.2 41 fl2.0-4-12 Edael 112:0-5-4 Edgel 129.0-1-8 D-0-121 166:0-1-11 0-0-121 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.05 - 18 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.24 Vert(TL) ` -0.14 18-19 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(TL) 0.08 15 n/a n/a BCDL ' 10.0 Code IBC2012/TP12007 (Matrix) Weight: 329 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 OF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 12-15: 2x8 OF No.2 G 1 D-0-0 oc bracing: 17-18. WEBS 2x4 OF Std WEBS 1 Row at midpt 9-15 OTHERS 2x4 OF Std MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 OF No.2 2-3-14 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-3-8. TOP CHORD NOTCHING ALLOWED IN AREAS (lb) - Max Horz 2=-169(LC 13) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-165(LC 8), 15=-279(LC 13), WITH STACKED TOP CHORD ONLY; =_ =_ 2 CHORD NOTCHING IS ALLOWED s 266 Lc 1 TOP 12 20o Lc 13 , 1 ( > HOWEVER NO Max Grav All reactions 250 Ib or less atjoint(s) except 2=414(LC 25), 15=1671(LC 1), WITHIN 24" OF THE HEEL JOINTS OR INTO PLATES. 12=445(LC 26), 19=1127(LC 1) FORCES (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. BUTTE COUNTY TOP CHORD 4-5=-144/644 5-6=-890/170, 6-7=-448/180, 7-74=-440/180, 8-74=-363/193; 8-75=-362/205, 9-75=-442/191, 9-10=-17/817, 10-11=-67/837, 11-76=-69/358, BUILDING DIVISION 12-76=-71/320 BOTCHORD 18-19=-5431134, 17-18=-81/878, 14-15=-315/122, 12-14=-315/122 APPROVED WEBS 4-19=-590/173, 5-19=-878/268, 5-18=-160/1241, 18-21=01284,17-21=-593/162, 9-17=36/416, 9-15=-1249/129, 1D-15=-356/179, 11-15=-574/172 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -3-0-0 to 1-0-3, Interior(1) 1-0-3 to 19-3-9, Exterior(2) 19-3-9 to 23-3-12 zone; cantilever QFtFESSJleft and right exposed , end vertical left and right ex osed;C C for members and forces &MWFR for reactions shown; Lumber ON DOL=1.33 plate grip DOL=1.33 � Standard Indust T EO 3) Truss designed for loads in the plane of the truss only. For studs exposed to wind (normal to the face), see S Industry ¢ � 1)O F� Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1:co 4) All plates are 1.5x4 MT20 unless otherwise indicated. & d C 75435 N� m 5) Gable studs spaced at 1-4-0 oc. Lu W C 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * 03(3112018 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. S� P 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 Ib uplift at joint 2, 279 Ib uplift at joint 15 OF CAk0 200 Ib uplift at joint 12 and 268 Ib uplift at joint 19. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 15, 19. August 8,2017 LOAD CASES Standard AWARNING - V.W design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7479 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall�/� {` building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeh* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPll Quality Criteria, DSB-89 and BCS( Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hfs CA 95610 -.r,- - �' Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 1 6-4-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing, is always required. See BCSL A 2. Truss bracing must be designed by an engineer. For 1 2 3 wide truss spacing, individual lateral braces themselves r r TOP CHORDS C1-2 i-z cz�a may require bracing, or chemotive T,1, or Eliminator bracing should be considered. WEBS 4 p 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O �'> 3 �y� } = 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b plates 0-'A& from outside d �`° v U all other interested parties. edge Of truss. 5. Cut members to bear tightly against each other. c� a c� 7 c-14 O BOTTOM CHORDS 6. Place plates on each face of tons at each This symbol indicates the 8 7 6 joint and embed fully. Knots and wane at joint required direction of slots in 5 locations ore regulated by ANSI/TPI 1, connector plates. 7. Design assumes trusses wiN be suitably protected from the environment in accord with ANSI/TPI 1. "Plate location details available In Mfiek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shah not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is thelate P CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is anon-structural consideration and is the X 4 /� width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-t 311, ESR-1352, ER-5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or pudins provided at output. Use T, 1 or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32,96-67, ER-3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or after truss member or plate without prior (supports) occur. Icons vary but C 2006 MTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: mop" project engineer before use. ANSI/TPI I :National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, PCYWER r® PERFQRK " ANSI/TPI 1 Quality criteria Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mil-7473 rev. 10-'08 P e I i lob Truss Truss Type Qty JPlyConverse 851351209 )ONVERSE Pl. B10 GABLE 1 1 ob Reference 0 tional Inc. Tue Aug 06 14:33:09 2017 Pagel Endeavor Homes, Oroville, CA 85965 7.430 s Ju125 2013 MiTek Industries, ID:rbfMuKYpDWbFMCX13B9JA8lypxl m-CgRiewb8EGkznl Gco?QFbon331 R2iKScILPmrlypsl - 3-0-0 4-6-5 9-4-11 14.3-0 19-1-5 23-11-11 o 3 0 30-0 4-6-5 4-10-5 4-10.5 4-10-5 4 Scale =1:58.6 4x4 II 5.00 12 '. 5 :. 3x4 i 32 33 3x4 C 4 6 3x6 i 6x10 MT18H % 6x10 MITI SH 12 73x6 3 exe = 19 13 :3x6 % 11 3x6 � d 4x4 4x4 C 8 2 14 10 9 Ib 6x10 3.25 12 6x10 4654- 0-5 9-4-11 14.3-0 19-1-5 23-11-11 28-6-0 65 4-1 4-10-5 1 4-10-5 4-10-5 Plate Offsets MY): 12 3-11-8 0-1-81 f2 0 5 0 0-3 131 T3 0 2 12 0 3-41 [770-2 12 Edoel f8:0-5 0 0-3-131 18.3-11-8 0-1-81 [12'0-4-0 0-3-101 [25'0-1-8 0-0-121 LOADING (psf) SPACING , 2-0-0 CSI DEFL in (loc) i/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL)' -0.48 12 >709 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -1.23 12-13 >277 240 MT18H 220/195 BCLL 0.0 " Rep Stress Incr -YES WB 0.98 Horz(TL) 0.90 8 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight 151 1b FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 2x4 DF Std - =1edduuring t Stabilizers and required cross bracing OTHERS 2x4 DF Std s erection, in accordance with Stabilizer SLIDER Left 2x4 DF No.2 4-9-3; Right 2x4 DF No.2 4-9-3 REACTIONS (Ib/size) 2=1318/0-5-8 (min. 0-1-8),8=1318/0-&8 (min. 0-1-8) Max Horz 2=-116(LC 17) Max Uplift2=-298(LC 12), 8=-298(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BUTTE COUNW TOP CHORD 2-3=4946/909, 3-4=-4491/786, 4-32=-3578/492, 5-32=-3529/506, 5-33=3529/520, BUILDING DO��S�C� 6-33=-3578/506, 6-7=-4506/635, 7-8=-4962/754 BOT CHORD 2-14=-888/4564,13-14=-895/4588, 12-13=-713/4207,11-12=-484/4221, 10-1 1=-629/4616, 8-10=-624/4592 APPROVED WEBS 5-12=-290/2432, 4-13=0/273, 6-11=-1/273, 3-13=-374/174, 4-12=-885/337, 6-12=-885/349, 7-11=-371/203 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -3-0-0 to 0-0-15, Interior(1) 0-0-15 to 14-3-0, Exterior(2) 14-3-0 to 17-3-0 zone: cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated.�O4RpFESS/�N 5) All plates are 1.5x4 MT20 unless otherwise indicated q� 1E0 6) Gable studs spaced at 1-4-0 oc. F� 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will J rP z 5435 c m fit between the bottom chord and any other members. w w C 7 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 Ib uplift at joint 2 and 298 Ib uplift at tY : * EXP. 03/31/2018 joint 8. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 8. LOAD CASE(S) Standard OFChUF August 8,2017 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury andproperty damage. For general guidance regarding the 7777 Greenback Lane fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-99 and SCSI Building Component _ Suite 109 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, citrus Heights. CA 95610 I Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Damage Or Personal Injury Apply plates to both sides Of truss and fully embed teeth. 1. Additional stability tracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI. 2. ai/T 6 Truss bracing must be designed by an engineer. For 1 2 3 wide truss spacing, individual literal braces themselves T TOP CHORDS may require bracing, or alternative T, I, or EGminotor bracing should be considered. ct.z C2-3 W EBS4 Cz4 3. Never exceed the design loading shown and never inadequately For 4 x 2 orientation, locate p o v � 3:��� z U stack materials on braced trusses. 4. Provide copies of this truss design to the building designer, sb v erection supervisor, property owner and plates 0 -'Ag' from Outside a_ U all other interested parties. edge Of truss,r0 p 5. Cut members to bear tightly against each other. c7-8 U4 Cs c BOTTOM CHORDS 6. Place plates on each face of truss at each This Symbol indicates the 8 7 6 5 PJoint and embed fully. Knots and wane at joint required direction Of slots in bcations are regulated by ANSI/TPI 1, Connector plates. 7. Design assumes trusses W1 be suitably protected from Plate location details available In MiTek 20120 the environment in accord with ANSI/TPI 1. software or Upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication, AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly, noted, this design isnot applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate P p 4 4 width measured perpendicular CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 70. Camber is a nonstructural consideration and is the 'rs X responsibility of truss fabricator. General practice to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. I I: Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS Indicated are minimum plating requirements. ICC -ES Reports: 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, In all respects, equal to or better than that specified. by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purins provided at output. Use T, I or Eliminator bracing NER487, NER-561 spacing indicated on design, if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and food vertically unless indicated otherwise. HE 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with .Industry Standards: ERE project engineer before use. ANSI/TPI i : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with ' Guide to Good Practice for Handling, POWER rO PERF aRIK` ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10-'08 Job Truss Truss Type Qty Ply Converse 851351210. CONVERSE PL 611 SCISSORS 15 . Job Reference o tional 7.430 s Jul 25 2013 MiTek Industries, Inc.. Tue Aug 08 14:33:16 2017 Page 1 Endeavor Homes, Oroville, CA 95965 ID:rbfMuKYpDWbFMCXB B9JA81ypxl m-VBML6JhXbQcz76Jyiz2uNHeL3ssFrVDeMwbdbryps1X 9-4-11 14-3-0 19-1-5 23-11-11 28.6-0 31-6-0 .3.0-0 4.6-5 4-10-5 4-10-5 4-6-5 30. 3-0-0 46-5 4-165 4165 .6 , .Scale = 1:58.6 axa 11 _ 1.5 16 3x4 5.00 12 3x4 6 4 4x10 i : 4x10 .. '3x5 i 12 7 3x5 3 8x8 =_ 3x5 i 3x5 o 13 11 - A 4x4 : 4x4 ` 8 10 0 14 2 16 1.5x4 II 1.5x4 II 9 d 1 5x10 G3.25 12 5x10 a 14-3-0 19-1-5 23-11-11 28-6-0 46-5 9-411 4-165 46-5 q-6-5 4-165 4-165 4-165. Plate Offsets KY): : 2*0-5-0.0-2-13],3:0-4 2,0-2-01.17:0-4-2,0-2-01, 8:0-5-0 0-2-13 8:3-11-14-0-1-81,112:04-0.0-3-101 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.42 12 >803 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -1.09 12-13 >3 /a 240 n/a BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(TL) 0.80 8 n/a Weight: 138 Ib FT = 20% BCDL 10.0 Code IBC2012ITP12007 (Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 2-4 TOP CHORD 2x4 OF No.2 -13 oc purlins. BOT CHORD 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 2x4 DF Std MiTek recommends that Stabilizers and required cross bracing talled ,ur,ng truss erection, in accordance with Stabilizer SLIDER Left 2x4 DF No.2 4-9-3, Right 2x4 DF No.2 4-9-3 be ins Inst.ion o u'de REACTIONS (Iblslze) 2=1318/0-5-8 (min. 0-1-8),8=1318/0-5-8 (min. 0-1-8) Max Horz 2=116(LC 12) Max Uplift 2=298(LC 12), 8=-298(LC 13) FORCES (lb) -max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4389/804, 3-4=-4419/775; 4-15=-3584/497, 5-15=3538/507, 5-16=-3538/521, 6-16=-35841511, 6-7=-4433/627, 7-8=-4404/665 p U p'-�y- E COUNTY BOT CHORD - 2-14-777/3988,13-14=-783/4003,12-13=-707/4185,11-12=-480/4199, 10-11=-534/4029, 8-10=-529/4014 ® WEBS 5-12=-28812423,3-13=-761252,4-12=-858/329, 6-12=858/343, 7-11-67/252 BUILDING DIVISION NOTES fA f ROVED 1) Unbalanced roof live loads have been considered for this design. =4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL (envelope) gable end zone and C -C Exterior(2) -3-0-0 to 0-0-15, Interior(1) 0-0-15 to 14-3-0, Exterior(2) 14-3-0 to 17-3-0 zone; cantilever left and right exposed ; end vertical left and right a posed;C-C for members and forces & MWFRS for reactions shown; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 Ib uplift at joint 2 and 298 Ib uplift at �OYROFESS/^ l Joint 8. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, S. 4 O ODO q �� w 4 ZR LOAD CASE(S) Standard W wP C 75435 s� c(V)1\1% FC (jx- August 8,2017 AWARNING - Verify design parameter: and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111114473 rev. 10/09/2015 BEFORE USE. �� Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall�„„��. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary andpermanent bracing Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the 7777 Greenback Lane fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII t]uallty Criteria, DSB-89 and BCS/ Building Component Suite log - safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Citrus Hell his CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/ Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft-in-sixteenths. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage Or Personal Injury Apply plates to both sides of truss _' and fully embed teeth. t , Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 0A1 2. Truss bracing must be designed by an engineer. For 2 3 wide truss spacing, individual lateral braces themselves CHORDS may require bracing, or aHemalive T, I, or EBmina+or fTOP cr-z C2-3f_ bracing should be considered. WEBS Cao 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. For 4 x 2 orientation, locate O v �� 3 a 3 _ 4. Provide copies of this truss design to the building b d U interested plates 0-'Al' from outside �`' all other parties. edge Of tiUSS. 0 a0 5. Cut members to bear tightly against each other. G7-8 Cbl C, BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 � Joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1, Connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSI/TPI 1. `Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is thelate p CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the p P 4 X 4 width measured perpendicular responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS Indicated are minimum plating requirements. ICC-ES Reports: 12, Lumber used shall be of the species and size, and Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243; 96048, in all respects, equal to or better than that specified. by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purlins Provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed,. unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or after truss member or plate without prior (supports) occur. Icons vary but C 2006 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur.®® 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards:-- RO19. project engineer before use. ANSI/TPI1: National Design Specification for Metal Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.i ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSL' Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER 1`112 PERFORK" ANSI/TPI 1 Quality criteria. Installing 8, Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10208 I I i I I r I I i ! L 1b i I I I _EL ___._ _. _1--."..„-. —. e.....4 .—. —,..: a—,-- r c...xo re tt--- f .c Y ""3 L- -, ###f',%j VV I U S Vi0H U W;i:.r#[ ## lay vu U,. ,4�u {Ul ulfz application. Rollaway bins may also be used. All concrete shout systems shall be placed off o the paved streets. Atter installation of the above iters is complete a maintenance program reeds to be developed to insure the continued effectiveness of your BUI ' . WINDOWS aM11HIN BATH AND SHOWER NOT LESS THAN 100 SQUARE INCHES EACH E OF CONS7RUMON IS WOOD FRMJE W (0 � Cp O W LW Lr) Z Q � 0 z 0 O U �- 0 F- V) Lj- 0') W t,. O (.0 U as J Q Z I M ' Q � _ O U OrnJ(V 00 00 0 0'n w, 0 re- a- -1 w N Q a c� v F- � � x m �. m� m I WINDOWS aM11HIN BATH AND SHOWER NOT LESS THAN 100 SQUARE INCHES EACH E OF CONS7RUMON IS WOOD FRMJE DRAWN DY: DAT E: 8-8--17 INDEX 1. FLOOR PLAN CROSS SECTION DETAILS 2. EXISTING ROOF FRAMING PLAN PROPOSED ROOF FRAMING PLAN PROPOSED ROOF PLAN 3. EXTERIOR ELEVATIONS SHEET #COVER ,-- -- - �- I , I� T I Ii T 71 W � Cp O W LW Lr) Z Q � 0 z 0 O U �- 0 F- V) Lj- 0') W LJ z U 0-)` W 0 Q � _ J J.. 00 0 Q N 0 re- a- Q a DRAWN DY: DAT E: 8-8--17 INDEX 1. FLOOR PLAN CROSS SECTION DETAILS 2. EXISTING ROOF FRAMING PLAN PROPOSED ROOF FRAMING PLAN PROPOSED ROOF PLAN 3. EXTERIOR ELEVATIONS SHEET #COVER ,-- -- - �- I , I� T I Ii T 71 c co r LO 0) N co Q U Z '¢ ell O O rn 00 J w dN M w w w n Jw v � EXU CL' O wmO:f; LO QO w mm m W W W 0-)Ln Z Z Q CY) OU E-Lj- 0 Q M w< w �U U i -J W 0 LL- 00 > 0 J r� 0 c- 0 ZD• Q Q N p Q Q , DRAWN BYi B. RUBANOF`F CHECKED: DATE. 8-4-17 SCALE= 1/4"=V-0" UN.O. I i r �� I ', I I I l rl �� I `I �d � it �i Ili' �� �i � 1---.�.._-.-. � ''. _.—_ � I i � I i ,� � I i i A DRAWN BY; B. RUBANCFF CHECKED; DATE; B-4-1 SCALE; 1/4"=l' -O" U.N.O.: JOB; CONVERSE 3 ut F 3 co LO rn N -LZ r Q U Z Z O W NY CL L0 J �u r ry �,Ld v 0 m QO w mm m j f i i r i A DRAWN BY; B. RUBANCFF CHECKED; DATE; B-4-1 SCALE; 1/4"=l' -O" U.N.O.: JOB; CONVERSE 3 ut F 3