Loading...
HomeMy WebLinkAboutB16-2826 000-000-000 (3)Job: J Johnson pp�� ® LOCATION: Oroville, Ca. ICI i Te k. TRUSS ENGINEERING POWER TO PERFORM. - rs MiTek Industries, Inc. 7777 Greenback Lane - Suite 109 Citrus Heights, Ca.95610 Phone: (916)676-1900 Fax:(916)676-1909 - ► LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES ► PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax:(530)534-5269 - N WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. This Image was created with WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. // / PER # �O Z Z l BUTTE COUNTY DEVELOPMENT SERVICES- TIMBER REVIEWED FOR PRODUCTS TRUSSES REQUIRE EXTREME CARE IN HANDLING CODE C . MPLIANCE INSPECTION BUYER ACCEPTS THAT LUMBER AND LUMBER PRODUCTS: DATE BY �. , j ?.. ,. 105 S.E. 124th AVE. •' MAY CONTAIN MOLD SPORES, THE PRESENCE OF WHICH Wit- _ ~,Y� Vancouver, Wa. 98684 WILL NOT BE CONSIDERED A DEFECT } ° Phone: (360)449-3840 : DEVELOPMENT SERVICES `0. Fax:(360)449-3953 :BUTTE COUNTY DEC 21, 20.16 1 .. B16-2826 - MiTe-k® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA; 95610 Telephone 9161676-1900 Re: Johnson_J Fax 916/676-1909 Johnson—i 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: R47001425 thru .R47001.431 My license renewal date for the state of California is December 31, 2016. .Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 'Cj;ESSIO& c'j�,OeP�� O N I OyF FyC� C 76428 z W v * EXP. 12/3112016 ti e. April 7,2016 Hernandez, Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y Offsets are indicated. 6-4 8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides Of truss I. Additional stability bracing for truss system, e.q. and fully embed teeth. diagonal or X -bracing, is always required. See BCSI. i n /16 2. Truss bracing Must be designed by an engineer. For truss individual lateral braces themselves 1 2 3 wide spacing, TOP CHORDS may require bracing, or alternative T. 1, or Eliminator T bracing should be considered. T cr-2 C2-3 WEBS ca, 4 3. Never exceed the design loading shown and never 0 stack materials on inadequately braced trusses. U: c9O h•� ; �y� 3 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate M �p = designer, erection supervisor, property owner and plates WAP from outside 0- �' U all other interested parties. edge Of truss. p 5. Cut members to bear tightly against each other. c7-8 cbr cs, BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI 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 shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted, this design is not applicable for PLATE SIZE use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the Width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purtins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior Ono (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 load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable — environmental, health or performance risks. Consult with _ project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. ® 19. Review portions of this design ( back. words A before use. Reviewingng pictures alone and pictures) 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 r0 PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type Qty Ply Johnson_] SPACING 2-0-0 CSI - (loc) I/deft Ud PLATES GRIP R47001425 JOHNSON_J A10 GABLE 2 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.04 JobReference o do al cnaeawr names, —nle, s.r. naaoa anau s Jul ea zu Is Mi I ex maussnes, Inc. uvea APT uo Imuz:zT Zvi0 rage i ID:PjVW5zaOrfSemcK767hQZ7zTMcM-SprgXsB6zd21SAarNLR1GGOXgueFDsLRyoSBSzTMXw -2-0.0 I 15-0-0 I - 30.0-0 , 32-0-0 2-0-0 15-0-0 15-0-0 2.0.0 Scale = 1:56.3 4x4 = 6.o0 12 12 40 44 43 42 41 4u 39 38 3t 38 35 34 33 32 31 30 29 28 27 • 26 5X5 = 5Ig Plate Offsets (X.Y): [7:0-2-8.0-3-01. [36:0-2-8.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.02 25 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.04 25 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 24 n/a n/a BCDL` a 10.0 Code IBC2012ITP12007 (Matrix) Weight: 200 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Std be installed during truss erection, in accordance with Stabilizer Installalign REACTIONS All bearings 30-0-0. "(Ib) - Max Horz 2=153(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 37, 35, 45, 44, 43, 42, 41, 40, 39, 38, 34, 33, 32, 31, 30, 29, 28, 27 except 2=111(LIC 8), 24=119(LC 8) Max Grav All reactions 250 Ib or less atjoint(s) 37, 35, 45, 44, 43, 42, 41, 40, 39, 38, 34, 33, 32, 31, 30, 29, 28, 27, 26, 36 except 2=273(LC 1), 24=268(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=3Dft; eave=2ft; 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) 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 ANSIrrPl 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 37, 35, 45, 44, 43, 42, 41, 40, 39, 38, 34, 33, 32, 31, 30, 29, 28, 27 except (it=1b) 2=111, 24=119. LOAD CASE(S) Standard oQ�pF ESS/ONq� =acv ONIO C 76428'PZ v EXP. 12131/2016 qT CIVIL "Q, OF cap April 7,2016 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MnekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ail - - fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality CrIteda, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 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. I6 4 8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. - diagonal or x-bracing, is always required. See BCSI. 0 -i/,l 6' 2. Truss bracing Must be designed by an engineer. For wide truss spacing, individual lateral braces themselves 1 2 3 TOP CHORDS may require bracing, or alternative T, 1, or Eliminator bracing should be considered. CI-2 C2-3 3. Never exceed the design loading,shown and never o WEBS stack materials on inadequately braced trusses. Q!� 3 �y� w NC 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate UO designer, erection supervisor, properly owner and plates 0-'Ad' from Outside o- U all other interested parties. edge of truss. p 5. Cut members to bear tightly against each other. C7-8 C&7 CS-6 t- BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the' g 7 6 5 oint and embed fully. Knots and wane at joint required direction of slots in required are regulated by ANSI/TPI I. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. ' Plate location details available in MITek 20/20 8. Unless otherwise noted, moisture content of lumber software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted, this design is not applicable for PLATE SIZE use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the 4 4 Width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 96048, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require Interol bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but © 2006 MTek® 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 load vertically unless indicated otherwise. �� ® 18. Use of green or treated lumber may pose unacceptable _ — = environmental, health or performance risks. Consult with project engineer before use. Industry Standards: = - - ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction.I�e is not sufficient. DSB-89: Design Standard for Bracing. �® BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ra PERFORM.'" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10•'08 Job Truss Truss Type ' Oty_ Ply _ JohnsanJ. ' " 7-2-12 7-2-12 7-94 - R d7001428 JOHNSON_J All COMMON '12 1 - (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 Job Reference (optional)' tnaeavor nomes, ummile, uA aaew r.— s — ea cur a mn eK rnausmes, inc. vvea Apr m --:4a —a rage i ID:PjVW5zaOrfSemcK?67hOZ7zTMcM-wOPCkCClkxAu4K91w2yGpTZdWls2yG2aDcXOguzTMXv 2-0-0 7-9-0 15-0.0 22-2-12 30.0-0 32-0-0 - o 7-9-0 7-2-12 7-2-12 7-9-4 2-0.0 . �. Scale = 1:55.9 4x5 = 6.00 12 4 1.5x4 II 5x8 = 1.5x4 II I$ REACTIONS (Ib/size) 2=1315/0-5-8 (min. 0-1-8),6=1315/0-5-8 (min. 0-1-8) Max Hoa 2=153(LC 6) Max Upljft2-265(1-C 8), 6=-265(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2072/307, 3-4=1418/278, 4-5=1418/278, 5.6=2072/307 BOT CHORD 2-10=157/1750, 9-110=158/11747,8-9=158/1747, 6-8=157/1750 WEBS 4-9=-89/764, 59=673/153, 5-8=0/320, 3-9=673/153, 3=10=0/320 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. ll; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=265, •6=265. LOAD CASE(S) Standard oQ�OFESSIpIV41 P�(ONIO C 764287 v EXR 12/31/2(Y6 H �TFOF O \P April 7,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7077 rev. 10/03/2015 BEFORE USE. �Net Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not sig1 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this den into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is alaysrequired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Heights. CA 95610 7-9-4 " 150.0 I 22-2-12 30.0-0 7-9-4 7-2-12 7-2-12 7-94 Plate Offsets MY): 13:0-3-O,Edoel, 15:0-3.O,Edgel, 19:04-0.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.09 2-10 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.27 2-10 >999 240 , BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.09 6 n/a n/a BCDL- 10.0 Code IBC2012rrP12007 (Matrix) Weight: 134 Ib FT = 20% LUMBER BRACING TOP CHORD 20 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS ' 2x4 DF Std WEBS 1 Row at midpt 5-9.3-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (Ib/size) 2=1315/0-5-8 (min. 0-1-8),6=1315/0-5-8 (min. 0-1-8) Max Hoa 2=153(LC 6) Max Upljft2-265(1-C 8), 6=-265(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2072/307, 3-4=1418/278, 4-5=1418/278, 5.6=2072/307 BOT CHORD 2-10=157/1750, 9-110=158/11747,8-9=158/1747, 6-8=157/1750 WEBS 4-9=-89/764, 59=673/153, 5-8=0/320, 3-9=673/153, 3=10=0/320 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. ll; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=265, •6=265. LOAD CASE(S) Standard oQ�OFESSIpIV41 P�(ONIO C 764287 v EXR 12/31/2(Y6 H �TFOF O \P April 7,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7077 rev. 10/03/2015 BEFORE USE. �Net Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not sig1 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this den into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is alaysrequired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Heights. CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property s/e Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is otwoys required. See BCSI. 2. Truss bracing must be designed by an engineer. For 2 3 wide truss spacing, Individual lateral braces themselves T TOP CHORDS ci-2 csa may require bracing, or altemative T, I, or Eliminator bracing should be considered. WEBS ca, 4 3. Never exceed the design loading.shown and never stack materials on inadequately braced trusses. O �•� ; �y� 3 U: 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U >b designer, erection supervisor, property owner and plates 0-'n3' from Outside a u (J all other interested parties. edge of truss. a0 5. Cut members to bear tightly against each other. 00 cr z cs a 0 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the, 8 7 6 5 .oint and embed fully. Knots and wane at joint locations required direction Of slots in are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. ' Plate location detalls available in MITek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shalInot exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the A width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice ls to X to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate, type, sae. orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size. and In all respects, equal to or better than that Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 4��6 (supports) occur. Icons vary but © 2006 Mitek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Nil project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.MiTek ® 19. Review all portions of this design (front, back. words 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, POWER rO PERFORM.'" ANSIAPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev, 10208 ' n r, r t, r .• is ' i .r , Job Truss Truss Type Qty Ply Johnson -J, Plate Offsets MY): 12:0-4-0,0-1-151,f4:0-5-14.0-3-01.15:0.3-O.Edgel,19:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 R47001427 JOHNSON_J Al2 COMMONS' TCLL 20.0 1 ' Vert(LL) -0.11 9.10 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 Job Reference (optional tnaeavcr momes, urowne, uA eoeba 15.0.0 2-0-0 7-9-4 - - - 7-2-12 TOP CHORD NOTCHING ALLOWED IN AREAS WITH STACKED TOP CHORD ONLY; HOWEVER, NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24" OF THE HEEL JOINTS. 6.00 12 i.asu s uut zo zurs mr eK ataumries, mc. wea Apr ub 1b:uz:zs zum rage 1 �5 ID., PjVW5z@OrfSemcK?67hQZ7zTMcM-OCzayYCNUEllhUkDUmTVMh6kQi9rhgykRGHZDKzTMXu 22-2-12 30-0-0 32-0.0 7.2-12 7-9.4 2.0.0 - ../ Scale = 1:56.8 6x8 i 3x10 i . 4 1.5x4 II 5x8 = 1.5x4 II I$ 7-9-4 15-0-022-2-12 - 22-2-12 3D-0-0 1-9.4 7-2-12 I 7-2-12 i 7.9-4 Plate Offsets MY): 12:0-4-0,0-1-151,f4:0-5-14.0-3-01.15:0.3-O.Edgel,19:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0.11 9.10 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.32 9-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.46 Horz(TL) 0.14 6 n/a n/a BCDL-t 10.0, Code IBC2012/TPI2007 (Matrix) Weight: 155 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std ; WEBS 1 Row at midpt 5-9,3-9 ° Mi`rek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stdbilizer " Installation guide, REACTIONS (Ib/size) 2=1920/0-5-8 (min. 0-2-1), 6=1551/0-5-8 (min. D•1-10) Max Horz2=140(LC 7) Max Uplift 2=360(!-C 8), 6=-302(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3441/512, 3-4=2164/365, 4-5=1967/363, 5-6=2576/385 BOT CHORD 2-10=354/2991, 9-10=354/2990, 8-9=-228/2193, 6-8=22712197 WEBS 4-9=-137/1096,5-9=588/i36.5-8=0/318,3-9=1500/278, 3-10=0/299 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. Il; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)' Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=lb) 2=360, 6=302. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Q�pl:ESSOV4 oNio LOAD-CASE(S)' Standard �o Gj 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) U y .m U C 76428 Vert: 1-11=-60, 11-12=-180(F=-120), 4-12=-60, 4-7=60, 2-6=-20 - Z ;)a EXP. 12/31/2016 ^� gTFOFCA.. 1. April 7,2016 r WARNING - VerKy design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/0311015 BEFORE USE. Design valid for use only with MlTekO connectors. Thi 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 pennanerll bracing , k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - - -- - - - fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Critede, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus HeI hts CA 95610 Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/; Center plate on joint unless x, y /4 offsets are indicated. 6-4 8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both Sides of truss 1. Additional stabirily bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing, is always required. See SCSI. 2. Tens bracing must be designed by an engineer. For truss individual lateral braces themselves 2 3 wide spacing, TOP CHORDS may require bracing, or altemative T. I, or Eliminator bracing should be considered. T T cr-2 c4J 4 3. Never exceed the design loading shown and never WEBS �a, stack materials on inadequately braced trusses. Q �!� ; �y� 3 W 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U ep Oz designer, erection supervisor, property owner and interested plates 0-'AS' from outside o_ v ail other parties. edge of truss. Cut members to bear tightly against each other. Cz� C6.7 CS-6p 5. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the' $ 7 6 5 oint and embed fully. Knots and wane at joint 3ocations required direction of slots in are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location detalls available In MITek 20/20 SOttWar@ O� Upon �@qU@St. 8. Unless otherwise nosed, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted. this design is not applicable for PLATE SIZE use with tire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Comber is a non-structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice ls to x to slots. Second dimension is camber for dead bad deflection. the length parallel to Slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size. and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but (b 2006 MiTek® All Rights Reserved 16. Do not cut or alter truss member or plate without prior approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - environmental, health or performance risks. Consult with Be project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction.I�e is not sufficient. DSB-89: Design Standard for Bracing. �® SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER Tr1 PERFORM.'" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. Mitek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type •; .. ` 4 lQty, ]Ply�Johnson_J,, • R47001428 JOHNSON_J B10 ' GABLE . 1. - Job Reference (optional) f f . Endeavor Homes, Orovllle .CA 95965 - - 7.430 s Jul 25 2013 MITek Industries, Inc. Wed Apr 06 16:02:32 2016 Page 1 -33 00 0 I s sI 1 I �ID:PjVW5za1OrfSemcKs767hQZ7IzTMcM-pne2jaa.FFnggKYxTofi9ul CzJjDlv8juvJA37EV DpfzTMXr zV 3 2 3, saa 11-2 14 aesatso 5-t-0ao0 se 9. tz 5-6 e-02 1' s 112 TOP CHORD NOTCHING ALLOWED IN AREAS f" Scale= 1:91.7 WITH STACKED TOP CHORD ONLY; HOWEVER, NO TOP CHORD NOTCHING IS ALLOWED t A t WITHIN 24" OF THE HEEL JOINTS. = + ' - 3.00 12 t 5x8'= + . t • f :. f: X 3x5 3x5 3x5 w • 3 •� - 10x10 4x10 \\ - 6 _ - 3x5 S 3x5 � `10x10'% S 7 5x6.: , • '3x5 3x5 4 8 - c - 3x5 3x5 2 3x5, _ 9 2 10 to 4x6 = 18 , 17_ 16 - -15 ' 14 13 12 4x6 = 3x5 = . 3x5 =3x5 = 5x8 II 6x10 MT18H 3x5.,= 6x10 MT18H = 3x5 = 8x12 M18SHS = I - a - 3x10 II 6x8 II • - - ' 3x5 = ' t + I 6-x-12 6- 52 I zS.M z I I 4o0 312 � 12 _12 12 S&12 5.8-12 _ 6-9-12 Plate Offsets (X,Y): ]2:0-5-4.1-0-10], [2:0-0-4, Edge], [3:0-5-0,0.6-8], [8:0-3-0,0-3-0], [10:0-5-4,0-0-14],110:0-0-4,Edge), [13:0-5-12.0-2-8], [17:0-4-12.0-3-0], [34:0-1-14.0-1-0], (37:0.1-14.0-1-01, I43:0-0-15,0-0-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 4.461 14-15 >929 360 MT20 220/195 • TCDL' 10.0Lumber Increase 1.25 BC 0.91 Vert(TL) -1.57 14-15 >364 240 ' MT18H 220/195 BCLL ", 0.0 ' _ * Rep Stress Incr YES WB 0.93 Horz(TL) 0.40 10 n/a' n/a M18SHS 220/195 BCDL', 10.0> Code IBC2012rrP12007 - (Matrix) - - , Weight: 303 lb FT = 20% LUMBER "' BRACING TOP CHORD 2x4 DF No.2 TOP CHORD 'Structural wood sheathing directly applied. . BOT CHORD 2x4 DF No. 18Btr *Except` g BOT CHORD Rigid ceiling directly applied or 7-3-6 oc bracing. . r - 10-13: 2x4 DF No.2 WEBS' . 1 Row at midpt 5-15 . 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 ' Installation guide. REACTIONS'.(lb/size) 2=2095/0-5-8 (min. 0-2-4), 10=2095/0-5-8 (min. 0-2-4) F 's Max Horz 2=56(LC 4) * t Max Uplift 2=414(1_C 8), 10=-414(LC 8) r ' ' . -FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-6648/936, 3-4=5912/904, 4-5=4934/786, 5-6=3994/668, 6-7=3982/668, ? , 7-8=-4788/766, 8-9=5926/901, 9-10=-6684/935 - BOT CHORD 2-18=-842/6402, 17-18=845/6398, 16-17=775/5713, 15-16=-614/4743; 14-15=-591/4605, ,t 13-14=764/5680,12-13=-838/6412,10-12=838/6413 WEBS 1 6-15=176/1424.7-15=1011/165.7-14=29/584,8-14=1232/198. 8-13=10/552, " V 9-13=-759/77, 9-12=0/256,5-15=-1174/195,5-16=-36/626. 4-16=-1101/183, 4-17=0/399, 3-17=738/73 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=48ft; eave=6ft; 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 �FESSIO/V 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 ANSIrrPI 1. e �� �( ON 10 y 2 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. .• r,. '. �_ GQ 'Q 2 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load no" nconcurrent with any other live loads.' 1 -� QU' C 76428 z 1 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 tell by 2-&0 0 wide will I fit between the bottom chord and any other members. I 1. ` „ 1 EXP.'1 31/2016 n1 9) Provide mechanical connection (by others) of truss to bearing plate capable'of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=414, *' .10=414.4 LOAD,CASE(S) Standard , .q 1 April 7,2016 ,WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MIJ-7473 rev. 10/03/2015 BEFORE USE. t Design valid for use only with Mrrekb connectors. This design Is based only upon parameters shown, and is for an individual building component, not s 1 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall � • building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - - -- - - - fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSI/TPII 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. f - Suite 109 ' - Citrus Heights, CA 95610 • - • � • 5-Y 4fr^ i4 (a'. C� a N `� ��� .. 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. 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss I. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X -bracing, is always required. See BCSI. 0.12. 1 2 3 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves _ TOP CHORDS may require bracing, or alternative T, I, or Eliminator bracing should be considered. r r cr-2 c� WEBS c�, 4 3. Never exceed the design looding,shown and never stack materials on inadequately braced trusses. O u •� ; �r� ; 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U eb = designer, erection supervisor, property owner and plates 0 i AJ' from outside a U ail other interested parties. edge Of truss. 0 0- 5. Cut members to bear tightly against each other. C7-8 Cbl 00 BOTTOM CHORDS 6. Place plates on each face of truss at each :- ... This symbol indicates the" - 8 7 _ - 6 j , - joint and embed fully. Knots and wane at joint } _ ' required direction of slots in locations are regulated by ANSI/TPI I. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Plate location details available In MITek 20/20 software of upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% of time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice ls to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports:12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 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 fl. spacing, - r r - or less. if no ceiling is installed. unless otherwise noted. BEARING r' Indicates location where bearings 15. Connections not shown are the responsibility of others. 16. Do not cut or offer truss member or plate without prior (supports) occur. Icons vary but 0 2006 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. - - 17. Install and load vertically unless indicated otherwise. �� ® 18. Use of green or treated lumber may pose unacceptable — environmental, health or performance risks. Consult with - + - - project engineer before use. Industry Standards: - ANSI/TPI1 : National Design Specification for Metal Plate Connected Wood Truss Construction. V 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek is not sufficient. SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ra PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 qtr`• �� twG..01— y .. Job Truss Truss Type " Qty TCLL 20.0 Vert(LL) -0.65 Plates Increase 1.25 TCDL 10.0 Vert(TL) -1.6715-16 [lyiJohnson_J.•R47001429 1.25 JOHNSON_J Bit COMMON 'B'' YES Code IBC2012/TPI2007 LUMBER BRACING TOP CHORD 2x4 DF No.2 Job Reference (optional tnaeavor Homes, ufowie, uA ebt= 1.63u s Jai zb zuij MIIeK Inaustnes, Inc. wea Aprub 1b:u2["34 Zulb rage 1 w ID: PjVW5za0ASemcK?67hQZ7zTMcM-19mT?GGVJnwIoFdBHJ3g3kpZMjrOMpMTbY KuYzTMXp 8.9.12 12-(18 18.34 24-0.0 - 29-8.12. 35.5-t3 41-2-4 48.0-0 340 6-9-12 5-8-12 5-8-12 5-&12 58-12SB-12 6-112 30-0 4 Scale = 1:90.2 3.00 12 5x5 = 6 4x6 =. 18 17 16 15 14 13 12 4x6 = 6x8 II 3x10 I I 802 M18SHS = 600 MT18H = 8x12 M18SHS = 300 II 6x8 II LOADING (psf) DEFL in SPACING 2-0-0 TCLL 20.0 Vert(LL) -0.65 Plates Increase 1.25 TCDL 10.0 Vert(TL) -1.6715-16 Lumber Increase 1.25 BCLL 0.0 Horz(TL) 0.36 Rep Stress Incr YES BCDL + 10.0 Code IBC2012/TPI2007 LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD BOT CHORD 2x4 DF No.1&Btr `Except' 2-17,10-13: 2x4 DF No.2 Rigid ceiling directly applied or 7-8-9 oc bracing. WEBS 2x4 DF Std WEBS 1 Row at midpt 7-15,5-15 CSI DEFL in (loc) I/deft L/d PLATES GRIP TC 0.95 Vert(LL) -0.65 15 >871 360 MT20 220/195 BC 0.77 Vert(TL) -1.6715-16 >342 240 MT18H 220/195 WB 0.90 Horz(TL) 0.36 10 n/a n/a M18SHS 220/195 (Matrix) Weight: 252 Ib FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-8-9 oc bracing. WEBS 1 Row at midpt 7-15,5-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (Ib/size) 2=2095/0-5-8 (min. 0-2-4), 10=2095/0-5-8 (min. 0-2-4) Max Hoa 2=57(LC 4) Max Uplift2=-414(LC 8), 10=-414(LC 8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6682/935, 34=5934/901, 4-5=-4788/766, 5-6=3893/655, 6-7=3893/655, 7-8=-4788/766, 8-9=5934/901, 9-10=-6682/935 BOT CHORD 2-18=-838/6412, 17-18=-838/6411, 16-17=764/5676, 15-16=591/4605, 14-15=-591/4605, 13-14=764/5676, 12-13=-838/6411, 10-12=838/6412 WEBS 6-15=192/1511, 7-15=1135/191, 7-14=29/585,8-14=1227/198,8-13=10/552, 9-13=-752/77, 9-12=0/252, 5-15=-1135/191, 5-16=29/585, 4-16=1227/198, 4-17=10/552, 3-17=752/77, 3-18=0/252 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=48ft; eave=6ft; 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) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x5 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 1 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) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=414, 10=414. LOAD CASE(S) Standard OQ�QFESSIONq� . dpi P�(ONIO W U C 76428 �7 �R1 .1 r Z O EXP. 12/3112016 ^7 �rF0 - CAV April 7,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only vAth PNTek® 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 k 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 - - -! -e- fabrication• storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1P11 Quality Cdterla, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312• Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 G Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/ Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ff-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x-bracing, is otways required. See BCSI. 4,116" 2. Truss bracing must be designed by an engineer. For 0 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, I, or Eliminator T bracing should be considered. ci-s C-2-33. WEBS ca, 4 Never exceed the design loading shown and never o stack materials on inadequately braced trusses. O �•� ; �y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U >p = designer, erection supervisor, property owner and plates 0-'ad' from outside a U all other interested parties. edge of truss. o_ 5. Cut members to bear tightly against each other. cr.e C6-7cs-6 O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the, $ 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/IPI I. Plate location details available In MITek 20/20 8. Unless otherwise noted, moisture content of lumber software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shag not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted, this design is not applicable for PLATE SIZE use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size. and In all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A _ 14. Bottom chords require lateral bracing at 10 H. spacing, _ or less, if no ceiling is installed, unless otherwise noted. BEARING 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or after truss member or plate without prior (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - = environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design (front, back. words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction.i�e is not sufficient. DSB-89: Design Standard for Bracing. �® BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER Ta PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10208 Job Truss Truss Type Qty Ply Johnson_) DEFL in ;loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 R47001430 JOHNSON_J C10 GABLE '2' BC 0.02 1 , BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 6 n/a n/a Job Reference optional) r:naeevor nomas, — , r nonw ID: PjV W5zaOrfSemcK767hOZ7zTMcM-IgmT?GGVJnwl oFdBHJ3g3kpkvj 16M 1 uTbY_KuYzTMXp 2-0-0 l 4.0-2i 6-0-0 l 2-0-0 2-0.0 2-11 2-0-0 3x4 -, t• Scale = 1:15.6 4 4-0-0 4-0-0 [g Plate Offsets (X,Y): f4:0-2-0,Edgel LOADING (psi) SPACING 2-0-0 CSI DEFL in ;loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.02 7 " n/r 120 MT20 220/195 TCDL 10.0' Lumber Increase 1.25 BC 0.02 Vert(TL) -0.05 7 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 6 n/a n/a BCDL ^ 10.0 Code IBC2012/TPI2007 (Matrix) - Weight: 19 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 " TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer st REACTIONS All bearings 4-0-0. +(lb) - Max Horz 2=34(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 9, 8 except 2=195(LC 8), 6=-195(LC 8) Max Grav All reactions 250 Ib or less at joints) 9, 8 except 2=320(LC 1), 6=320(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; 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 requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 9, 8 except (jt=1b) QFESSIO/v '�r! ti 2=195,6=195. Q� 4O LOAD CASE(S) Standard ��ONIO � �z W= C 76428 EXP, 31/2016 Q r s'T ' CIVIL • �rFoFCA�� April 7,2016 14. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual bu Iding component, not - a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I - - - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Solely Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/e Center plate on joint unless x, y offsets are indicated. 6-4 8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed feelh. diagonal or X -bracing, is always required. See BCSI. 1/16, 2. Truss bracing must be designed by an engineer. For 1 2 3, TOP CHORDS ci-2 C2-3 wide truss spacing, Individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator should be considered. WEBS ca, 4 3. 3. Never exceed the design looding,shown and never o stack materials on inadequately braced trusses. O �•� ; �y� O 4. Provide copies of This truss design to the building For 4 x 2 orientation, locate b designer, erection supervisor, properly owner and 011 plates 0- 'a6' from outside a �'� U all other interested parties. edge of truss. 0 5. Cut members to bear tightly against each other. cr a cbr c115-6 O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the'g 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI I. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MITek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expresslynoted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size. and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, 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 purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MTek8 All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable ^ environmental, health or performance risks. Consufi with Mal project engineer before use. Industry Standards' ANSI/TPI l : 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 is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling. POWER ra PERFORM." ANSI/TPl 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 14'08 Job Truss Truss Type Qly P:y Johnson_] a o o . R47001431 JOHNSON_] C11 COMMON '6` 2-0.0 1 LOADING (psf) SPACING Job Reference o tional tnaeawr nomes, umvuie, cv, noeoo r.nsu s Jul 40 tui s mi r es mausknes, ,nc. uvea wpr uo ro:ue:aa 4uia rage i ID: PjV W5zaOrfSemcK?67hQZ7zTMcM-DMKrCbHB442uPPC NrOavbyLv87N85U4cgCku0_zTMXo -2-0-0 - '2-0-0 4-0-0 6.0-0 -0-0 2.0.0 2-0-0 2 2-0-0 4x4 = " Scale= 1:15.6 3 PLATES GRIP MT20 220/195 Weight: 19 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std Fbe Tek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer stallationn guide. REACTIONS (Ib/size) 2=277/0-3-8 (min. 0-1-8), 4=277/0-3-8 (min. 0-1-8) Max Horz 2=34(LC 7) + Max Uplift2=100(LC 8), 4=-100(LC 8) - Max Grav 2=283(LC 17), 4=283(LC 18) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shovin. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=100, 4=100. LOAD CASE(S) Standard 1-1 Q�pFESSIONgI P�(ON104ij 50 C 76428 z n v 41 EXP, 12/31/2016 \FOF April 7,2016 WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. law/2015 BEFORE USE. Design valid for use only with h6TeW connectors. This design is based only upon parameters shown. and is for an individual building component, not 4■r a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall R� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing me is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality CrItedo, DSB-89 and BCSI Building Component - 7777 Greenback Lane Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 'r r suite 109, He! his CA 95610 i 2-0-0 a o o 2-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft • L/d TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.00 2 >999 360 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IBC2012rrP12007 (Matrix) PLATES GRIP MT20 220/195 Weight: 19 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std Fbe Tek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer stallationn guide. REACTIONS (Ib/size) 2=277/0-3-8 (min. 0-1-8), 4=277/0-3-8 (min. 0-1-8) Max Horz 2=34(LC 7) + Max Uplift2=100(LC 8), 4=-100(LC 8) - Max Grav 2=283(LC 17), 4=283(LC 18) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shovin. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=100, 4=100. LOAD CASE(S) Standard 1-1 Q�pFESSIONgI P�(ON104ij 50 C 76428 z n v 41 EXP, 12/31/2016 \FOF April 7,2016 WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. law/2015 BEFORE USE. Design valid for use only with h6TeW connectors. This design is based only upon parameters shown. and is for an individual building component, not 4■r a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall R� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing me is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality CrItedo, DSB-89 and BCSI Building Component - 7777 Greenback Lane Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 'r r suite 109, He! his CA 95610 i Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/; Center plate on joint unless x, y offsets are indicated. 6-4 8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x-bracing, is always required. See BCSL f/16 r 2. Truss bracing must be designed by an engineer. For truss individual lateral braces themselves 1 2 3 wide spacing, TOP CHORDS may require bracing, or altemative T. I, or Eliminator T bracing should be considered. r Ft- cr-2 cz� WEBS �a, 4 3. Never exceed the design loading.shown and never 0 stack materials on inadequatey braced trusses. O •� % gym 3 O 4. Provide copies of this truss design to the building designer, erection supervisor, owner and For; x 2 Orientation, locate h U �b = property interested plates CWAn ' from outside o +' v U all other parties. edge of truss. 5. Cul members to bear tightly against each other. cr•e c6-a CS-6 O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the'8 7 6 5 �oint and embed fully. Knots and wane at joint 1. required direction of slots in ocations are regulated by ANSI/TPI Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. ' Plate location details available In MITek 20/20 software or Upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shop not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THELEFT. 9. Unless expressly noted. this design is not applicable for use with vire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice ls to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR' 1352, ER-5243, 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 y 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 15. Connections not shown are the responsibility of others. 16. Do not cut or atter truss member or plate without prior (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved approval of an engineer. reaction section indicates joint � � ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - environmental, health or performance risks. Consult with project engineer before use. Industry Standards: - ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back. words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. MiTeko SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ro PERFORM.`" ANSI/TPI 1 Qua01y Criterio. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208