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HomeMy WebLinkAboutPROJECT INFORMATIONJob Truss Truss Type City- Ply Centex Homes, Model 1851 B X06-032 A01 COMMON 17 1 Job Reference o tional Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:18 2006 0 ogle 1 o-0-0 s3a tt-t-6 non 22-10-10 28a8 34-0-0 I I 1 538 5-9.14 610-10 5.10-10 59-14 536 see 12 Scala=1:56. 5 5x5 i 5x5 4 6 1.5x4 Q 1.5x4 G 3 7 3X7 II 3x7 II 2 B 1 9 � 3x6 C 16 15 14 13 12 11 10 3x6 % 3X4 = 3xe = 3X4 = 4� rr��1.4-0 0e 1-OU 8-60 1]-0-0 25-4-0 324i-0 30 I i I 1-0-0 74-0 0-0-0 64-0 0<-0 00 Plate Offsets X,Y : 1:0-3-0 0-1-8 2:0-3-12,0-1-8, 4:0-2-8 0-3-0 . 6:0-2-8,0-3-0 , 8:0-3-0,0-1-8 , 9:0-3-0 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) VdeO Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) -0.23 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.71 11-13 >527 180 BCLL 10.0 Rep Stress Incr YES WB 0.54 HOrc(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC20041TPI2002 (Matrix) Weight: 165 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc T1 2 X 4 SYP SS, T1 2 X 4 SYP SS puflins. BOT CHORD 2 X 4 SYP SS *Except' BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing. B2 2 X 4 SYP No.2 WEBS 2X4SYP No.2 SCANNED B REACTIONS (lb/size) 16=153010-8-0, 10=153010-8-0 St. LU Max Horz 16=117(load case 6) ceC011n by Max Uplift 16=488(load case 5), 10=-488(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2036/521, 2-3=-2424/696, 3-4=-2293/637, 4-5=1811/533, 5-6=-18111533, 6-7=-2293/637, 7-8=2424/697, 8-9=2036/522 BOT CHORD 1-16=-550/2101, 15-16=667/2101, 14-15=-558/2049, 13-14=-558/2049, 12-13=441/2049, 11-12=441/2049,10-11=-551/2101,9-10=-551/2101 WEBS 3-15=-68/135, 4-15=0/218, 4-13=622/309, 5-13=-241/955, 6-13=-622/309, 6-11=0/218, 7-11=68/136, 2-16=-1071/410, 8-1l071/410 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf,, BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are 4x6 MT20 unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 488 lb uplift at joint 16 and 488 lb uplift at joint 10. Song-Chai Tan, FL Lic #46765 LOAD CASE(S) Standard 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cort.#6634 October 30,2006 tWARNING -VerlJg design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. esign valid for use only with MOek connectors. This design Is based only upon parameters shown, and is for an individual building component. 14515 N. Outer Forty �® Suite #300 plicabllity of design parameters and proper incorporation of component is responslblin of building designer- not truss designer, Bracing shown Chestemeld, MO 63017 � Is for lateral support of Individual web members onlyAddifional temporary bracing to insure stability during construction is the responsibility of the e ector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding brication quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSBA9 and BCSII Building Component MiTek® S fefy Information available from Truss Plate Ins}itute. 583 D'Onohio Dare, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property i?/. * Center plate on joint unless x,y Damage or Personal Injury offsets are Indicated. 6.4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. �� Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI1. 1 2 TOP CHORDS 3 2. Never exceed the design loading shown and never stack - c,-z c 4 \ materials on Inadequately braced trusses. 'JWEBS4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate ? ;�,' other Interested parties. plates 0 - 1/16" from outside a0 .e�' V 4. Cut members to bear tightly against each other. edge of Truss. I— a 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol Indicates the regulated byANSI/TPI7. required direction of slots In 8 7 6 5 6. Design assumes trusses will be suitabl protected from connector plates, the environment In accord with ANSI/TPl 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available In MRek 20/20 not exceed 19% at Time of fabrlcatlon. Software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative Treated lumber, PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber is a non-structural consideration and is the The first dimension Is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second Is to camber for dead load deflection. dimension is the length parallel 10, Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and In all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal To or better than that specified. by text In the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. If Indicated. ICBO 4922, 5243, 5363, 3907 13, Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling Is Installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur, Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section Indicates joint approval of a professional engineer, number where bearings occur, Install and load vertically unless indicated otherwise. a16, Industry StandardsIN ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. {� /� NI iTeko DSB-89: , Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Oty Ply Centex Homes, Model 1851 B XOG032 A01A SPECIAL 2 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, A. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 3015:04:18 209&Page 1 oa o 68& 11-11-0 1&7A 1'�-0 U2 28.1-9 34-0-0 i 1 i sa-s 5.2-10 4$ (l s 3 &1&5 s10-7 Scale =1:59. ' 5.00 12 4x6 = 5 5x5 4 6 3x4 o 3 3x4 7 p 8 1 6xa = 6x10 Iy 18 17 16 13 12 11 10 3x5 It 2x5 It 5x10 = 1.5x4 II 0� 0-0-0 1-0.0 l 11-114) 1&7-0 22J3 2&1-9 3M-0 0 1 1 1 1 1-0-0 sas 5-7-10 48-0 s-e-3 5-1&5 4-10-7 1-&0 Plate Offsets (X,Y): [4:0-2-8,0-3-0], [5:0-2-4,0-1-12], [6:0-2-8,0-3-0], [8:0-3-0,0-0-8], [12:0-3-4,0-3-0], [14:0-2-12,0-2-12], [75:0-6-4,0-4-8], [17:0-2-4,0-1-8], 18:0-1-11,0-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) -0.23 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.67 14-15 >563 180 BCLL 10.0 Rep Stress Incr YES W B 0.64 Horz(TL) 0.17 10 n/a n1a BCDL 10.0 Code FBC20041TP12002 - (Matrix) Weight: 193 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Structural wood, sheathing directly applied. T1 2 X 4 SYP SS, T4 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 7-3-10 oc bracing. BOT CHORD 2 X 4 SYP No.2 *Except* B1 2 X 4 SYP SS, B4 2 X 6 SYP SS, B6 2 X 4 SYP SS WEBS 2X4SYP No.2 REACTIONS (lb/size) 18=1530/0-8-0, 10=153010-8-0 Max Horz 18=117(load case 5) Max Uplift 18=488(load case 5), 10=488(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=2083/494, 2-3=2387/653, 3-4=-3149/876, 4-5=-2185/606, 5-6=2110/599, 6-7=2261/635, 7-8=2360/650, 8-9=2079/512 BOT CHORD 1-18=-506/2087, 17-18=-623/2087, 16-17=47/177, 15-16=-8/156, 4-15=-157/638, 14-15=-749/2881, 13-14=0/98, 5-14=-315/1253, 12-13=33/134, 11-12=-512/2068, 10-11=-512/2068, 9-10=-512/2068 WEBS 3-17=-705/269, 15-17=602/1994, 3-15=130/814, 4-14=-1140/431, 6-12=-281/112, 7-12=-99/103, 7-11=142/101, 12-14=413/1968, 6-14=306/219, 2-18=850/357, 8-10=-793/310 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MW FRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 488 lb uplift at joint 18 and 488 lb uplift at joint 10. Seng-Chaff Tan, FL Lie #46765 345 Alhambra PL LOAD CASE(S) Standard West Palm Beach, FL 33405 MiTek Industries, Inc.' FL Ced.#6634 October 30,2006 A WARNING - WHfill design parvmebers and READ NOTES ON TW5 AND REVERSE SIDE EEl USE. 14515 N. Outer Forty. ��® sign valld for use only w'Rh MOek connectors.This design is based only upon parameters shown,and Is for an Individual bullding component. Suite *300 plicobllity of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesterfield, M063017 or lateral support of IndMdual web members onry.Additional temporary bracing to Insure stability during construction is the responsibility ofthe ector. Additional permanent bracing of the overall structure Is the responsiblllty of the building designer. For general guidance regarding Ip bdcotian quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB89 and BCSII Building Component fety Information available from Truss Plate Institute, 583 D'Onofrb Drive, Madison WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION P--LAIII Failure to Follow Could Cause Property ������iii��'��/°°° *Center plate Joint unless x y Damage or Personal Injury offsets are Indicated. 6-4-8 I dimensions shown in ft-in•sixteenths Dimensions are In ft-In-sixteenths. IIIIWWTT ��WW\\ Apply plates to both sides of truss III 1. Additional stability bracing for truss system, e.g, diagonal and securely seat. or X-bracing, is always required. See BCSII . t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z \ materials on Inadequately braced trusses. p 4 WEBS ` 3. Provide copies of this truss design To the building O o designer, erection supervisor, property owner and all For 4 x 2 orientation, locate w yy a s o other Interested arties. p pldtes 0 -'/re" from outside a0 �� cz7 4. Cut members to bear tightly against each other. edge of truss. F- a 5. Place plates on each face of truss at each joint and o c> e 7 cse � embed fully Knots andwone at joint locations are BOTTOM CHORDS _ *This symbol Indicates the regulated by ANSI/TPI1. required direction of slots In 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates, the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available In MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8, Unless expressly noted, this design Is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber Is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of Truss fabricator. General practice 4 X 4 perpendicular to slots. Second Is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and In all Indicated by symbol shown and/or BOCA 96-31, 95A3, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text In the bracing section of the 12. Top chords must be sheathed or puTlins provided at output. Use T, I or Eliminator bracing spacing shown on design. If Indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling Is Installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section Indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless Indicated otherwise. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. " /r iTek® DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Centex Homes, Model 1851 B X06.032 A02 HIP 2 1 Job Reference o tional Universal Forest Product, Inc. E359, Ft. Pierce, Ft. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:19 2006 Me 1 o-0n 1-0-t1 160E 19-00 I 26-7-5 34-0-0 i 7-0-11 7-7-5 4-0-0 7-75 74-11 scale=lss Sx10 = sx7 = 5.00 12 4 5 5x7 9 5x7 C 3 6 2 7 1 6 I¢ 16 15 14 13 12 11 10 9 1-0-0 1.5x4 II 46 = 3a4 = 3.8 = 46 = 1.5x4 III 1-0�1H 7411 15-0-0 k 190-0 26-7-5 32-6-0 3ZII0i0 1fi 6-0-11 7-75 44 7-M 6-0-11 01-0 ".0 -00 Plate Offsets X 3:0-2-12 0-3-4 , 6:0-2-12 0-3-4 , :0-3-0 0-0-4 , 16:0-1-11 0-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) -0.26 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.85 Vert(TL)-0.8413-15 >449 180 BCLL 10.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.11 9 We n/a BCDL 10.0 Code FBC2004ffP12002 (Matrix) Weight: 167 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc T1 2 X 4 SYP SS, Tt 2 X 4 SYP SS purlins. BOT CHORD 2 X 4 SYP SS -Except' BOT CHORD Rigid ceiling directly applied or 8-1-10 oc bracing. B2 2 X 4 SYP No.2 WEBS 1 Row at Ill 3-13, 6-12 WEBS 2 X 4 SYP No.2 REACTIONS (lb/size) 16=1530/0-8-0, 9=1530/0-8-0 Max Harz 16=104(load case 5) Max Uplift 16= 4173(load case 5), 9=473(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2185/498, 2-3=-2487/653, 34=2019/523, 4-5=-17841541, 5-6=-2020/523, 6-7=-2486/654, - 7-8=2185/499 BOT CHORD 1-1 6=-508/21 87, 15-16=-612/2187, 14-15=610/2186, 13-14=-610/2186, 12-13=365/1783, 11-12=-507/2186, 10-11=-507/2186, 9-10=-508/2187, 8-9=508/2187 WEBS 3-15=-28/165, 3-13=482/265, 4-13=-75/378, 4-12=-193/196, 5-12=-91/378, 6-12=-481/266, 6-10=29/164, 2-16=-845/342, 7-9=844/342 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MW FRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. ' 4) *This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 473 lb uplift at joint 16 and 473 Ib uplift atjoint 9. Seng-Chaff Tan, FL Lic #46765 345 Alhambra PL LOAD CASE(S) Standard West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6534 October 30,2006 WARNING - Verify design parameters and BEAD NOTES ON TWS AND REVERSE SME BEFORE OSE. 14515 N. Outer Forty, sign valid for use only with MSek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Suite #300 pllcabllity of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesterfiield. MO 63017 is for lateral support of Individual web members only Additional temporary bracing to Insure stability during construcllon Is the responsibility of the e actor. Additional permanent bracing of the overall structure Is the respor llity of the building designer. For generol guidance regarding fc bdcation, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® S fety Information available from Truss Plate Institute, 5a3 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, * Center plate on joint unless x,y Damage or Personal Injury offsets are Indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are In ff-In-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI 1. 1 TOP CHORDS c, x cz s \ materials on Inadequately braced trusses. WEBS 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate ? S a, ,gv^ o other Interested parties. plates 0 - r/id' from outside a0 .�� X 4. Cut members to bear tightly against each other. edge of truss. l 5. Place plates on each face of truss at each joint and 074 �7 cse OF embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPII. required direction of slots in 8 7 6 5 6 will suitably from lenvir connector plates. dbe the environment in accorwith ANSI/TPI1protected 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE JOINT FARTHESTTO 8. Unless expressly noted, this design Is not applicable for • THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and Is The The first dimension Is The width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second Is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and In all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text In the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. If indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, If no ceiling is Installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section Indicates Joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. ..® Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Miteko Connected Wood Trusses. Job Truss Truss Type City Ply Centex Homes, Model 1851 B X06-032 A03 HIP 2 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Man Oct 30 15:04:20 2006 �g�e 1 a-" 6 5 13-0-0 21-0-0 V7 i1 31-0 I I I 63-s Ge-it BO-0 64L11 635 S.I. = 1:55 10x10 Sx8 4 5 5.00 12 3x4 4 >3X4 3 6 2 7 1 6 d IY 0 0 16 15 14 13 12 11 10 9 1.5x4 II 4x6 = 3xB = 1.5x4 II 3x4 = 4x6 = 1-0-0 Itoa 63.5 13040 21-0 27- 11 32-e-0 338a 4 i I 1-0-0 4-11-5 68-11 Ba-0 6 11 4-11-5 044) 0-0-0 141-0 Plate Offsets X,Y : 4:0-4-5 Ed a 9:0-3-0 0-0-8 , 16:0-1-11 0-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 1.00 Vert(LL) -0.23 13-15 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.69 13-15 >543 180 BCLL 10.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.11 9 n/a Na BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 163 lb LUMBER BRACING - TOP CHORD 2 X 4 SYP No.1 *Except' TOP CHORD Structural wood sheathing directly applied- T2 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-8 oc bracing. BOT CHORD 2 X 4 SYP SS *Except* WEBS 1 Row at midpt 4-12 B22 X4 SYP No.2 WEBS 2 X 4 SYP No.2 REACTIONS (lb/size) 16=1530/0-8-0, 9=1530/0-8-0 Max Horz 16=90(load case 5) Max Uplift 16=456(load case 5), 9=-456(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=2120/485, 2-3=-2408/605;8-4=2181/610, 4-5=1973/607, 5-6=2181/610, 6-7=2408/606, 7-8=-2120/485 BOT CHORD 1-16=-482/2113, 15-16=-562/2113, 14-15=562/2113, 13-14=562/2113, 12-13=-029/1973, 11-12=-482/2113,10-11=-482/2113,9-10=-482/2113, 8-9=-482/2113 WEBS 3-15=-98/92, 3-13=189/186, 4-13=33/378, 4-12=-176/177, 5-12=-32/378, 6-12=-188/187, 6-10=-98/91, 2-16=-810/299,7-9=-8101299 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf, BCDL=3.Opsf; Category II; Exp B; enclosed; MW FRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. .4) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 456 lb uplift at joint 16 and 456 lb uplift at joint 9, Seng-Chai Tan, FL Lic #46765 345 Alhambra PL LOAD CASE(S) Standard West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 WA mva - Verffy ae*tgn parameters and RM11? NOTEB ON TWS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, ..® D asIgn valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 plicabllity of design parameters and proper Incorporation of component is responsibility of bullding designer- not truss deslgner. Bracing shown Chestedield, MO 63017 W1 Is for lateral support of individual web members only,Adtlttlonal temporary bracing to Insure stability during construction Is the responsibility of the e actor. Additional permanent bracing of the overall structure Is the responsibility of the building deslgner. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB89 and BCSII Building Component MiTek® Sifety Information avolloble from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property T� 1'/< *Center plate on joint unless xy Damage or Personal Injury offsets are Indicated. 6 dimensions shown in ft-in-sixteenths Dimensions are In ft-In-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI1. 0-r/16 t TOP CHORDS 3 2. Never exceed the design loading shown and never stack c,-z cza \ materials on Inadequately braced trusses. 4 3. Provide copies of this truss design to the building cc designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate 6 r, 29 o ;XZ other Interested parties. plates 0 - 1/16" from outside truss. o s,� . U 4. Cut members to bear tightly against each other. edge of F- a 5. Place plates on each face of truss at each joint and ° 7 0f G O0- embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol Indicates the regulated by ANSI/TPI1. required direction of slots In 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available In MITek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design Is not applicable for THE LEFr. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all /S Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text In the bracing section of the 12. Top chords must be sheathed or purlins provided at '/✓�// output. Use T, I or Eliminator bracing spacing shown on design. if Indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, If no ceiling is Installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. lzi number where bearings occur. 16. Install and load vertically unless Indicated otherwise. ��® Industry Standards: ANSVTP11: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Tmss Tmss Type City Ply Centex Homes, Model 1851 B X06.032 A04 HIP 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiW Industries, Inc. Mon Oct 30 15:04:20 2006 Me 1 Pa-0 6-1u-1 t1-0-0 1s-tt-0 23 27a14 Mom 1 1 1 I— 6-10-1 4.1-15 5-11-0 6.14) 4 14 6 2 Scale =1:55. 5x7 = 1.6x4 11 5x10 = 4 5 6 5.00 12 1.5s4 Q 3 7 3.6 II 2 B B � I$ 17 16 15 14 13 12 11 10 3x6 11 44 = 3x10 = US = 1.6x4 II 4x6 = 041-0 0-0-0 0-0-0 14)4)1 11-0 zz-6-0 2 a 33-0-0 134�On I 1-0 10o-0 tt-e-a o-40 laao 1a0 Plate Offsets X Y : 4:0-5-4 0-2-12 6:0-7-4 0-2-4 8:0-3-0 0-1-4 , 12:0-2-4 0-1-8 14:0-2-8.0-1-8 , 17:0-1-11 0-0-4 LOADING (psf) SPACING 2-0-0 CS] DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) -0.16 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.37 16-17 >689 180 BCLL 10.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.02 12 We n/a BCDL 10.0 Code FBC2004ffP12002 (Matrix) Weight: 168 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc BOT CHORD 2 X 4 SYP No.2 puriins. WEBS 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W32X6SYP SS REACTIONS (lb/size) 12=1891/0-8-0, 17=933/0-8-0, 10=236/0-8-0 Max Horz 17=-76(load case 6) Max Uplift 12=-748(load case 4), 17=-302(load rase 5), 10=-308(load case 6) Max Grav 12=1891(load case 1), 17=954(load case 7), 10=302(load case 8) FORCES (Ib)- Maximum Compression/Maximum Tension TOP CHORD 1-2=1062/193, 2-3=-1268/321, 3-4=S65/259, 4-5=491/172, 5-6=4911172, 6-7=223/766, 7-8=-12/334, 8-9=5/295 BOT CHORD 1-1 7=217/1077,16-17=-279/1077, 15-16=-116/869, 14-15=116/869, 13-14=726/345, 12-13=-726/345, 11-12=-272/3, 10-11=-272/3, 9-10=272/3 WEBS 3-16=262/210, 4-16=-52/382, 4-14=517/184, 6-14=454/1436, 6-12=15031522, 7-12=568/449, 2-17=613/339, 8-10=-2891197, 5-14=-445/230, 7-11=175/209 NOTES 1) Unbalanced roof live loads have been considered for this design. - 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MWFRS; cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. •4) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 748lb uplift at joint 12, 302 lb uplift at joint 17 and 3081b uplift at joint 10. Seng-Chaff Tan, FL Lie #46765 345 Alhambra PL LOAD CASE(S) Standard West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cart.#6634 October 30,2006 A WARNING -Verify design parameters am! READ NOTES ON YIDS AND REVERSE SIDE BEFORE USE. 14515 N. outer Forty, �® gn valid for use only with MOek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 ppllcability of design parameters and properincorporatlon of component is responsibility of bullding designer- nottruss designer. Bracing shown Chesterfield, MO 0017 1 for lateral support of IndMtlual web members onlyAddiflonal temporary bracing to Insure stability during construction is the responsibility of the Ie actor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding bricolion, quality control, storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BC511 Building Component fety Information available from Truss Plate Institute, 583 D'Onohio Drive, Matlison, WI 53719. I �rQ Symbols Numbering System AGeneral Safety Notes PLATEAND ORIENTATION Failure to Follow Could Cause Property II�,�/PLATELOCATION *Center plate joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 ' dimensions shown in ft-in-sixteenths Dimensions are In ft-In-Sixteenths. Apply plates to both sides of truss I�1I 1. Additional stability bracing for truss system, e.g. diagonal and Securely Seat. or X-bracing, is always required. See BCSII . 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack c,¢ 024 \ materials on Inadequately braced trusses. o WEBS 4 3. Provide copies of this truss design to the building r-�-�7 O ti designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate a M 5 �3 �� o other Interested parties. p plates 0 - Ihe' from outside (L .��° U 4. Cut members to bear tightly against each other. edge of truss. f- o- 5. Place plates on each face of truss at each joint and CS FO embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol Indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available In MITek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second Is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and In all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text In the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. If Indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, If no celling is Installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section Indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless Indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type City Ply Centex Homes, Model 1851 B - X06-032 A04A HIP 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:20 20&-0Page 1 a-0-0 6-10-1 1144 17-0-0 I 23 27-1-15 M4 6-10-1 4-1A5 6-0-0 6-0-0 4-1-15 6-10-1 Scale =1:57. 5,8 = 5x8 = 4 5 6 5.00 12 3 7 >� 2 8 B 1 a, Is 0 3x6 = 3x6 =16 15 14 13 12 11 '10. 3x8 II 46 = 3.8 = 3x4 = 3.8 It - - 3x4:= - 4x6 0-0-0 OU0 1-60 1144 23-0-0 33-0-0 34-0-0 141-0 10-0-0 12-0-0 10-00 Plate Offsets X Y : 4:0-5-0 0-2-4 6:0-5-4,0-2-4 , 10:0-0-0,0-0-0 , 16:0-4-12,0-1-8 LOADING (pall SPACING 2-0-0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) -0.25 11-13 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.66 11-13 >569 180 BCLL 10.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.11 10 n/a n/a - BCDL 10.0 Code FBC20041TP12002 (Matrix) Weight: 160 lb LUMBER BRACING TOP CHORD 2 X 4 SYP SS 'Except' TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc T2 2 X 4 SYP No.2 pudins. - - BOT CHORD 2 X 4 SYP SS'Except-- - BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. B2 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.2 REACTIONS (lb/size) 16=153010-8-0, 10=1530/0-8-0 Max Horz 16=76(load case 6) - - Max Uplift 16=A36(load case 5), 10=436(load rase 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=2069/510, 2-3=-2441/682, 3-4=-2242/661, 4-5=-2428/783, 5-6=-2428/783, 6-7=-2242/661, - 7-8=2441/682, 8-9=-2069/510 BOT CHORD 1-16=546/2122, 15-16=549/2122, 14-15=-49212062, 13-14=492/2062, 12-13=-489/2062, 11-12=48912062, 10-11=-546/2122, 9-10=-546/2122 WEBS 3-15=-94/169, 4-15=-13/271, 4-13=-184/558, 6-13=-1841558, 6-11=-13/271, 7-11=-94/169, 2-16=1029/435, 8-10=1029/434, 5-13=-412/219 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; , MWFRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. - 3) Provide adequate drainage to prevent water ponding. •4) *This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 436 lb uplift atjoint 16 and 436 lb uplift at joint 10. Seng-Chaff Tan, FL Lic #46765 345 Alhambra PL LOAD CASE(S) Standard West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 �WA G - Ver}fy design parnmcftm and READ NOTES ON THIS AND RE VERSE SME BEFORE USE. 14515 N. Outer Forty,® sign valid for use only with Mirek connectors. This design Is based only upon parameters shown, and B for an Individual building component. Suite #300 plicabllity, of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer Bracing shown Chesterfield, MO 63017 � Is for lateral support of Individual web members only.Addtlonol temporary bracing to Insure stability during construction Is the responsibility of the e eater. Additional permanent bracing of the overall structure Is the responslb1hy of the building designer. For general guidance regarding brlcation. quality control, storage, delivery, erection and bracing, consult ANSI7TPII Quality Criteria, OSB-89 and BCSI1 Building Component MiTek® S fety Information available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION *Center plate joint unless x,Y offsets are Indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. U�jO * For 4 x 2 orientation, locate plates 0 - /16" from outside o edge of truss. R *This symbol indicates the required direction of slots in connector plates. * Plate location details available In MTek 20/20 software or upon request. PLATE SIZE The first dimension Is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but IV reaction section Indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: ' Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII . 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all rt other Interested parties. O 4. Cut members to bear tightly against each other. a. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPII. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. . 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling Is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise © 2004 Mitek® Job Truss Truss Type Qty Ply Centex Homes, Model 1851 B X06-032 A05 HIP 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 NW Industries, Inc. Mon Oct 30 15:04:21 2006 Fwe 1 060 58-11 gp.0 1610E zz-8-0 z5a9 293s 3A-0-0 r � I 50-11 33.5 610E 69-10 24-0 3E-5 5 11 Scale =156. 5x8 = 1.5.4 II 5x6 C 5.00 F12 4 5 6 7 1.5z4 O 1.5x4 1 3 8 2 9 10 09 US I¢ 0 0 18 17 16 15 14 13 12 11 3.6 II 4x6 = 3x10 = 3x5 II 4x6 = o-0O 0-0-0 0-0-0 I 9-0-0 I 61 k 22E-0 25-0-0 33 0 IM14 I 1 1-0-0 a80 610E 69-10 24-0 50-0 Plate Offsets X, 4:0-5-4,0-2-4 :0-1-8,0-1-12 , 11:0-2-8,0-1-4 , 18:0-1-11,0-0-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.14 11-12 >897 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.26 BC 0.70 Vert(TL) -0.23 15-17 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.04 13 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 168 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W3 2 X 6 SYP SS WEBS 1 Row at Tridpt 5-13 REACTIONS (lb/size) 13=1900/0-8-0, 18=925/0-8-0, 11=235/0-3-8 Max Horz 18=-62(load case 6) Max Uplift 13=-737(load case 4), 18=-306(load case 5), 11=345(load case 6) Max Gray 13=1900(load case 1), 18=945(load case 7), 11=283(load case 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-10291242, 2-3=1249/355, 3-4=1096/344, 4, 5=734/298, 5-6=-161/816; 6-7=161/816, 7-8=0/515 , 8-9=-1/312, 9-10=42/225 BOT CHORD 1-18=259/1056, 17-18=277/1056, 16-17=225/1015, 15-16=-225/1015, 14-15=-1731734, 13-14=-173/734, 12-13=446/78,11-12=-246/0, 10-11=-246/0 WEBS 3-17=-62/124, 4-17=-9/259, 4-15=364/114, 5-15=-22/399, 5-13=1686/525, 6-13=-423/213, 7-13=705/418, 7-12=-358/373, 8-12=414/239, 2-18=652/304, 9-11=-142/95 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MW FRS; cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. •4) *This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 737lb uplift at joint 13, 306 lb uplift at joint 18 and 345 lb uplift at joint 11. Song-Chai Tan, FL Lic #46765 345 Alhambra PL LOAD CASE(S) Standard West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 -Verdesign parameters and READ NOTEB ON THIS AND REVERBE BIDE BEFORE OBE. ify 14515 N. Outer Forty, ..® esign valid for use only with M7ek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Suite #300 - ppllcabllltyofdeslgnparametersandproperincorporatlonofcomponentlsresponslbllltyofbulldingdesigner- not truss designer. Bracing shaven Chesterfield, MO 63017 IWAMNO for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the rector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding f brlcation, quality controL storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 5 fety Information available from Truss Plate Institute. 5a3 D'Onofrio Drive. Madison, WI 53719. I Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/< *Center plate on joint unless xy Damage or Personal Injury offsets are Indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are In ft-In-sixteenths. Apply plates to both sides of truss III 1. Additional stablllty bracing for truss system, e.g. diagonal and securely seat, or X-bracing, Is always required. See BCSII. t TOP CHORDS 3 2. Never exceed the design loading shown and never stack 01.2 c241 materials on Inadequately braced trusses. WEBS 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientatlon, locate ? 5 �y' o other Interested parties. plates 0 - 1/16" from outside a �+�° U 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each Joint and °" FO embed fully, Knots and wane at Joint locations are BOTTOM CHORDS _ *This symbol Indicates the regulated by ANSI/TPII. required direction of slots In 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSVIPII * Plate location details available In MTek 20/20 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. Software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8, Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber Is a non-structural consideration and is the The first dimension Is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second Is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and In all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text In the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. If Indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling Is Installed, unless otherwise noted. Indicates location where bearings IA Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior EV reaction section Indicates Joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless Indicated otherwise. a Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. IVI iTek® DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type City Ply Centex Homes, Model 1851 B X06-032 A06 HIP 1 1 Job Reference optional Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 W'ek Industries, Inc. Mon Oct 30 15:04:21 20Wage 1 9-0-0 3 2 7-0.0 14-10-8 22- 27-0 30-7-14 34-0-0 _i 3-0-2 3-7-14 7-10-6 7-9-10 44-0 3-7-14 3 1-2 Style =1:57. Sx10 W18H = - 1.5x4 11 5x7 = 5x7 — - 5.00 12 4 17 18 19 5 6 20- 21 7 22 8 1.5x4 - 1.5x4 4 3 9 2 1 10 3.5 C 3.4 = 5x7 i 16 23 24 15 25 14 26 27 28 13 12 29 11 3x7 II 3x4 = 5x10 = 5x5 = 3x4 = 1-0-0, 74 14-10-0 k 22-8-0 27-0-0 33-0-0 1344}a i 1-00 6-0-0 7-10-0 7-9-10 4A-0 640 14}0 Plate Offsets (X,Y): [1:0-4-2,0-2-0],[6:0-3-O,Edge], [7:0-2-12,0-2-4],[8:0-5-4,0-2-8],[10:0-3-0,0-1-8], [10:0-0-12,0-11-14], [12:0-2-4,0-3-0],[14:0-1-12 ,0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) -0.14 14-16 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.49 14-16 >550 180 MT18H 244/190 BCLL 10.0 Rep Stress Ina NO WB 0.78 Horz(TL) 0.05 10 n/a , File BCDL 10.0. Code FBC2004/TP12002 (Matrix) Weight: 169 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc T2 2 X 4 SYP SS, T2 2 X 4 SYP SS pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing. WEBS 2 X 4 SYP No.2 *Except' -; WEBS 1 Row at midpt 4-14, 7-14 W32X6 SYP SS WEDGE Right: 2 X 4 SYP No.2 SLIDER Left 2 X 6 SYP SS 1-9-7 REACTIONS (lb/size) 1=1420/0-8-0, 12=3697/0-8-0,10=250/0-3-8 Max Horz 1=-49(load Case 6) - Max Uplift 1=459(load case 5), 12=-1772(load Case 3), 10=333(load case 6) Max Grav 1=1429(load Case 7), 12=3697(load case 1), 10=263(load Case 8) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2929/947, 2-3=-2858/956, 3-4=-2958/1005, 4-17=-2359/822, 17-18=2359/822, 18-19=-2359/822 , 5-19=-2359/822, 5-6=-2359/822, 6-20=-2359/822, 20-21=-2359/822, 7-21=-2359/822, 7-22=635/1631, 8-22=-635/1631, 8-9=0/356, 9-1 O=351/545 BOT CHORD 1-16=-867/2595, 16-23=878/2752, 23-24=-878/2752, 15-24=-878/2752, 15-25=-878/2752, 14-25=-878/2752, 14-26=-16311733, 26-27=-1631/733, 27-28=1631/733, 13-28=-16311733, 12-13=1631/733, 12-29=251/0, 11-29=251/0, 10-11=-480/308 , WEBS 3-16=-77/325, 4-16=35/594, 4-14=445/231, 5-14=1012/556, 7-14=155914221, 7-12=2343/1026, 8-12=-1868/1157, 8-11=581/653, 9-11=419/271 NOTES 1) Unbalanced roof live loads have been considered for this design. Seng-Chai Tan, FL Lic #46765 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; 345 Alhambra PL MW FRS; cantilever left and right exposed ; parch right exposed; Lumber DOL=1.60 plate grip DOL=1.60. West Palm Beach, FL 33405 3) Provide adequate drainage to prevent water ponding. MiTek Industries, Inc. 4) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. FL Cerl.#6634 5 All lates are MT20 Diates unless otherwise indicated. October 30,2006 W�R71ESOi@e Hre4f4aMeWre 0k®FWt@162'&14A t@>Y S1W�i@I€Fdl�il�s�9 lb uplift at joint 1, 1a515 N. Outer Forty, si'0,,I�qlI I r ifF5 gyp} f�u7e p �[BrsD Wd� g�i sed onty upon parameters shown, and is for an individual building component. f End Suite #300 Chesterfield MO 63017 plicabili sign llbr�Hiete`rs propenr> o},p$i�Yon oi�component is respombllHy of building designer- not truss designer. Bracing shown � Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the e color. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Is brication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria. DSB89 and BC511 Building Component p p fety Information available from Truss Plate Institute, 583 D'Onoftio Drive, Madison, WI 53719. � �/� 1 p Symbols PLATE LOCATION AND ORIENTATION 13/a *Center plate on joint unless x,y offsets are indicated. Dimensions are in ff-In-sixteenths. Apply plates to both sides of truss and securely seat. 0 oC * For 4 x 2 orientation, locate O plates 0 - r/ra" from outside edge of truss. r- *This symbol Indicates the required direction of slots In connector plates. * Plate location details available In Welk 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text In the bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 66I I dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETrERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE JOINT FARTHESTTO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETrERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A n TEE-LOI( AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See BCSII. 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4, Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be sultably protected from the environment In accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber Is a non-structural consideration and Is the responslbility of truss fabricator. General practice Is to camber for dead load deflection, 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords requlre lateral bracing at 10 ff, spacing, or less, if no calling Is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise. © 2004 Mitek® Job Truss Tmss Type Oily Ply Centex Homes, Model 1851 B X06-032 A06 HIP 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 30 15:04:21 2006 Page 2 NOTES 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 129 lb up at 7-0-0, 104 Ito down and 75 Ib up at 9-0-12, 104 lbdown and 75Ib up at 11-0-12, 104Ib down and 75 lb up at 13-0-12, 1041b down and 75Ib up at 15-0-12, 104 lb down and 75 Ib up at 17-0-12, 104 lb down and 75Ib up at 18-114, 1041b down and 75Ib up at 20-114, 1121b down and 87Ib up at 22-11-4, and l l2lb down and 87Ib up at 24-11-4, and 1931b down and 1191b up at 27-0-0 on lop chord, and 2571b down and 68lb up at 7-0-0, 641b down at 9-0-12, 64 Ib down at 11-0-12, 64 lb down at 13-0-12, 64 lb dawn at 15-0-12, 64 lb down at 17-0-12, 641b down at 18-11-4, 64 lb down at 20-11-4, 701b down and 51 lb up at 22-11-4, and 70 lb down and 51 lb up at 24-114, and 401 lb down and 277 lb up at 26-114 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert, 14=70, 4-8=-70, 8-10=70, 1-10=20 Concentrated Loads (lb) - Vert: 4=183(B) 6=104(B) 8=-153(B) 16=-257(B) 14=44(B) 5=-104(B) 7=-112(B)12= 49(13) 11=401(B) 17=104(B) 18=104(B) 19=104(B) 20=-104(B) 21=104(B) 22=-112(B) 23=44(B) 24=-44(B) 25=44(B) 26=44(13) 27=-44(B) 28=44(B) 29=49(B) Is WARNING - Verify design parameters act READ NOTES ON THIS AND REVERSE BIDE BEFORE USE. eslgn valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual building component. ppllcablllty, of design parameters and proper lncorporoNan of component is responsibility of building designer- not truss designer. Bracing shown for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the 14515 N. Outer Forty, Suite #300 Chesterfield. MO 63017 e f actor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding bricatlon, quality control storage, de0very, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® fety Information available from Truss Plate Institute, 5B3 D'Onofrio Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION W 13%4W *Center plate joint unless x,y offsets are Indicated. Dimensions are in ft-In-sixteenths. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 0 - 1/16" from outside edge of truss. *This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text In The bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates locatlon where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSVTPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 aC O 2 O IL ti Numbering System 6-4-8 , dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII. 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 1 respects, equal to or better than that specified. ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. © 2004 Mitek® Job s Truss Type City Ply Centex Homes, Model 1851 B X06-032 :JAM07 SPECIAL 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:22 20Wage 1 o6a 44-9 11-0-0 18-11-15 24-11-15 I 2&% 344)-01 1 1 I12-11-15 1 44-9 6-7-7 1-11-15 8-0-0 GO.O 3J-0 5$11 scale =158. 6,6 = 4 4x6 — 5x8 = 5.00 t2 5 6 ] Sx4 i 1.Sz4 J 8 3 2 1 9 10 � Iq 3x6 18 17 16 15 14 13 12 1t 3x6 = 46 = 4x6 = 3z7 II 3z7 II - 5x8 = 1-0-0 � 6-9-15 12-11-15 18-11-15 24-11-16 3241-0 3W 1 55-15 F2-1 641-0 6-00 7- 1 04-0 0-0-0 Plate Offsets X, 5:0-2-8 0-2-4 :0-5-4,0-2-4, 10:0-3-0 0-1-8 , 11:0-3-8 0-0-12 , 18:0312,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) -0.25 12-14 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.98 Vert(TL)-0.6912-14 >542 180 BCLL 10.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.12 11 n/a n/a BCDL 10.0 Code FBC2004rrP12002 (Matrix) Weight: 167 lb LUMBER BRACING TOP CHORD 2 X 4 SYP SS 'Except' TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc T2 2 X 4 SYP No.2, T3 2 X 4 SYP No.2 purlins. BOT CHORD 2 X 4 SYP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 62 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.2 REACTIONS (lb/size) 18=153010-8-0.11=1530/0-8-0 _ Max Horz 18=76(load case 6) Max Uplift 18=-436(load case 5), 11=-535(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=1961/505, 2-3=-2350/636, 3-4=-2271/632, 4-5=2998/956, 5=6=-2750/854, 6-7=-2916/963, 7-8=-2346/760, 8-9=-2378/765, 910=1983/562 BOT CHORD 1-18=519/2025, 17-18=-550/2025, 16-17=499/2083, 15-16=-499/2083, 14-15=793/2916, 13-14=-574/2172,12-13=-574/2172,11-12=-601/2050, 10-11=-601/2050 WEBS 3-17=76/174, 4-17=-106/76, 4-15=-569/1717, 5-15=-1278/476, 6-15=-302/130, 6-14=-335/177, 7-14=-289/880, 7-12=-36/124, 8-12=-22/171, 2-18=-1077/334, 9-11=1091/480 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MWFRS; Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. - 3) Provide adequate drainage to prevent water ponding. +4) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4361b uplift at joint 18 - and 535 lb uplift at joint 11. Seng-Chai Tan, FL Lic #46765 - 345 Alhambra PL LOAD CASE(S) Standard West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 ipggNyyO. Verify14515 design parameters and FF.AD NOTES ON THIS AND REVERSE SIDE BEFORE USE. N. Outer Fo ® dY� 9eslgn valid for use only with Milek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component is respomllorty, of building designer- nottruss designer. Bracing shown Chesterfield, M063017 or lateral support of individual web members only.Addlfionai temporary bracing to Insure stability during construction Is the responsibility ofthe ector. Addifonal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding I brica6on, quality control, storage, delivery, erection and bracing consult ANSI/TPII Quality Ontario, DSB-B9 and BCSII Building Component MiTek® fety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, N 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property p ry 1'/e *Center plate on Joint unless xy Damage or Personal Injury offsets are indicated. 6' 4.8 dimensions shown in ft-in-sixteenths Dimensions are in ft ssixteenths. Apply plates to bothh sides of truss II I 1. Additional stability bracing for Truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSII. 0-r/r'� t TOP CHORDS 3 2. Never exceed the design loading shown and never stack o,a CM materials on Inadequately braced trusses. WEBS c,,, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all *For 4 x 2 orientation, locate ? �y' ¢ other Interested parties. plates 0 - 1/16" from outside o �a° x 4. Cut members to bear tightly against each other. edge of truss. H rl 5. Place plates on each face of truss at each joint and c'a � 7 cse OR embed fully, Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol Indicates the regulated by ANSI/TPI1. required direction of slots In 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. p the environment in accord with ANSI/TPII. * Plate location details available in MiTek 20/20 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. software or upon request, JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, This design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator, General practice 4X4 perpendicular to slots, Second Is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minlmum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and In all /S Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal To or better than that specified. by text In the bracing section of the 12. Top chords must be sheathed or purlins provided at '/✓�// output. Use T, I or Eliminator bracing spacing shown on design. if Indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is Installed, unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section Indicates joint approval of a professional engineer, number where bearings occur. 16. Install and load vertically unless Indicated otherwise. Industry Standards:MH ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. � /� iTeka DSB-89: Design Standard for Bracing. IV I BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Miteko Connected Wood Trusses. Job Truss Truss Type City Ply Centex Homes, Model 1851 B X06.032 A08 SPECIAL 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 30 15:04:22 208&Page 1 0-0-0 5-0-10 11-0-0 14-11-15 20-11-15 26-11-15 30-7-13 34- 5 10 511-0 3-11-15 6.0-0 6-0-0 3-7-14 3 .3 scale =1:58. Soo 12 4 3x4 = We = 1.5A C 5 6 7 3 Sx4 2 8 9 1 70 � I¢ 3x4 = 3x4 = 16 15 14 13 72 11 3x4 = 4x6 = 5x8 = Us = 3x4 = 44 = 000 0-0-0 1-0-0I 8-510 14-11-15 20AI-15 26-11-15 33-0-0 34.0-0 1 1 i 1-0-0 7- 10 6-0-5 6-0-0 6-0-0 6-0-1 Plate Offsets X, 1:0-3-10,0-2-8 4:0-3-8,0-2-0 , 5:0-3-6,0-2-0 , :0-2-0,0-3-8 10:0-3-10,0-2-8 , 13:0-2-0,0-1-8 , 14:030,0-2-4 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.25 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.73 13-14 >551 180 BCLL 10.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.18 10 We n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 181 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc T3 2 X 6 SYP SS pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. WEBS 2 X 4 SYP No.2 SLIDER Left 2 X 6 SYP SS 2-3-8, Right 2 X 6 SYP SS 1-9-7 REACTIONS (lb/size) 1=1500/0-8-0, 10=1500/0-8-0 Max Horz 1=76(load case 6) Max Uplift 1=375(load case 5), 10=474(load case 6) - FORCES (lb) - Maximum Compression/Maximum Tension ' TOP CHORD 1-2==3190/834, 2-3=-3080/841, 3-4=-2863/793, 4-5=-4722/1472, 5-6==4227/1279, 6-7=4158/1328, 7-8=-3060/972,8-9=-3085/1016, 9-10=3141/1014 BOT CHORD 1-16=-756/2866, 15-16=-559/2400, 14-15=-559/2400, 13-14=1198/4157, 12-13=806/2819, 11-12=-806/2819, 10-11=-878/2802 WEBS 3-16=386/255, 4-16=-93/425, 4-14=-951/2890, 5-14=-2070/723, 6-14=-65/185, 6-13=536/232, 7-13=-453/1487, 7-11=0/237, 8-11=-7/75 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MW FRS; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.. 3) Provide adequate drainage to prevent water pending. ,4) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 5x7 MT20 unless otherwise indicated. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift atjoint 1 and 474 lb uplift at joint 10. Seng-Chai Tan, FL Lie 946765 345 Alhambra PL LOAD CASE(S) Standard West Palm Beach, FL 33405 _ MiTek Industries, Inc. FL Ceri.96634 October 30,2006 WARI9Ily0 - Veryl, design parameters and REBID NOTEB ON THIS AND REVERSE BIDE BEFORE USE. 14515 N. Outer Forty, ign valid for use only with MOek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Suite #300 - pGcabilityofdesign parameters and proper Incorporation ofcomponent isresponsibility ofbuilding designer -not buss designer. Bracing shown Chesterfield, M063017.� llfft-i r lateral support of Individual web members only, Additional temporary bracing to Insure stability during construction Is the responsibility of the ctor. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding realion, quality control, storage, delivery, erection and bracing, consult ANSIMI Quality Criteria, DSB-89 and BCSII Building Component MiTekety vailable Information afrom Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION *Center plate joint unless x Y offsets are indicated. Dimensions are in ft-in-sixteenths. W W Apply plates to both sides of truss and securely seat. CC O * For 4 x 2 orientation, locate plates 0 - Vid' from outside a edge of truss. OR This symbol indicates the required direction of slots In connector plates. * Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, - Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A I TEE-LOK AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12, Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise. © 2004 WOO Job Truss Truss Type Dry Ply Centex Homes, Model 1851 B XO6-032 A09 SPECIAL 1 2 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 30 15:04:23 2006 ��e 1 o-0-0 6-0-1 11-0-0 14-0-0 i 16-11AS k 21-11-6 26-ta12 26-11-15 3 1 M." I 64-1 4-7-15 3-0-0 3-0-0 4-11-0 4-11-0 2-1-3 1-6-2 3-515 Scale =1:57. 3 5.00 12 3x4 C 3x4 4 2 3x4 = 5x7 = 5 6 7 8 1.5x4 G - 9 10 � I¢ 3x5 4 18 17 16 15 14 13 12 11 3x10 II 3x10 It 1.5x4 11 3x8 = 3x5 = 3x4 = 5x6 = 3x4 1-0.01 8-0-1 11-0-0 14-09 16.11-15 21-11-6 26-10-12 28-11-15 33-0-0 1i4-0-0 I 1 1-0-0 5-0-1 4-7-15 3-0-0 3-0-0 4-11-0 0-114i 2-1J 4-0-1 1-0-0 Plate Offsets (X,Y): [1:0-04,Edge], [1:0-3-0,0-1-8], [4:0-1-4,0-1-8], [7:0-24,0-2-0], [8:0-5-4,0-2-8], [10:0-0-14,Edge], [10:0-04,1-5-14], [12:0-2-4,0-2-0], 13:0-3-0,0-3-4, 15:0-2-4,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc). I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.27 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -0,75 13-14 >530 180 BCLL 10.0. Rep Stress Incr NO WB 0.23 Horz(TL) 0.15 10 n/a n/a BCDL - 10.0 Code FBC2004/TP12002 (Matrix) Weight: 359,lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc BOT CHORD 2 X 4 SYP No.2 purlins.' - WEBS 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing. W102X8SYPSS WEDGE Left: 2 X 6 SYP SS, Right: 2 X 8 SYP SS , REACTIONS (lb/size) 1=1701/0-8-0, 10=2327/0-8-0 Max Horz 1=-76(load case 6) Max Uplift 1=440(load case 5), 1O=730(load case 6) Y FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=3685/970, 2-3=3157/937, 3-4=3118/930, 4-5=-4814/1431, 5-6=-7455/2252, 6-7=7436/2305, 7-8=-6326/1992, 8-9=-5058/1601, 9-10=-5072/1597 BOT CHORD 1-1 8=-840/3293,17-18=840/3293, 16-17=1194/4410, 15-16=1194/4410, 14-15=-2158/7451, 13-14=2213/7446, 12-13=1896/6326, 11-12=1396/4663, 10-11=-1402/4531 WEBS 2-18=0/237, 2-17=-548/251, 3-17=-610/2093, 4-17=-2344/776, 4-15=669/2210, 5-15=-3728/1181, 5-14=-9/134, 6-14=156/95, 6-13=375/167, 7-13=-341 /1210, 7-12=-712/268, 8-12=-712/2366, 8-11=-19/77, 9-11=-29/204 NOTES 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: • Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 8 - 2 rows at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD Seng-Chaff Tan, FL Lic 946765 • CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless 345 Alhambra PL otherwise indicated. West Palm Beach, FL 33405 3) Unbalanced roof live loads have been considered for this design. MiTek Industries, Inc. 4) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; FL Cert.#6634 MWFRS; cantilever left and ri ht exposed ; Lumber DOL=1.60 plate flip DOL=1.60. October 30,2006 4ru9'srM��satandeaiQnmtleformr801�¢®f�b9RblriPNaN>IWeNaBBer OACFASvt71@Aft{IRblyre8ler live loads. rANq� jg�us�g�g61�6vpM1P4� fl(3fu�$���(�Jaffed only upon parameters shown, antl W for an Individual building component. I�Q, i. of d,,asl�n,pa'r�d-�peTers an ro enn r o���ipn bYYco �onenl is re$��nsibili7ypJ buff�di dQ�sl(jr tle e.B�racj shown 14515 N. Omer Fon'. ® ChesfefielQ 63017I Suite k300 �!MO ,�r-np�}{y�s 161rectbrlca® S fery Information available from.Tmss Plate Institute, 583 D'Onohlo Drive, Matlison, WI 53779. Symbols PLATE LOCATION AND ORIENTATION *Center plate Joint unless xY offsets are Indicated. Dimensions are In ft-in-sixteenths. Apply plates to both sides of truss and securely seat. * For 4 x 2 orientation, locate plates 0 - r/i6" from outside edge of truss. *This symbol Indicates the required direction of slots In connector plates. * Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but EV reaction section Indicates Joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6r 4-8 r dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFL CHORDS AND WEBS ARE IDENTIFIED BY END JOINT CONNECTOR PLATE CODE APPROVALS AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each Joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11, Lumber used shall be of the species and size, and in all BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 1 respects, equal to or better than that specified. ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A I TEE-LOK 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. © 2004 Welke XOG032 IA09 ISPECIAL 11 2 Product, Inc. 6.300 s Dec 1 2006 Page NOTES 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)164 lb down and 87 lb up at 28-11-15 on top chord , and 909 lb down and 258 lb up at 26-10-12, and 43lb down at 28-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-5=70, 5-8=70, 8-10=-70, 1-10=-20 Concentrated Loads (lb) Vert: 8=84(F) 12=909(17) 11=-36(F) A WARNING - V qfy design parvme a.d READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. I =" N.Outer Forty, C�edgn valid for use only with MRek connectors. This design Is basetl only upon Parameters shown, and Is for an Individual bulltling component. Suite t1300 ggq!�pplicabllify of design parameters and properincorporation of component is responsibility of building designer -not truss designee Bracing shown ChesteMeld, MO 63017 for lateral support of individual web members onry.AdtlBlonal temporary bradng to Insure stability during conshucflon Is the responsibility of the eclor.Adtlltlonal permanent bracing of the overall shucNre Is Me responslbiltty of the builtling designer. For general guidance regarding f brication, quality conhol, storage, tlelNery, erection antl bracing, consult ANSI/iPil 9uality Criteria, DSB-09 and BCSn Bulltling Component M iTek® S fety Informotlon available hom Truss Plate Institute, 563 D'Onofrio Dme. Matlison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION W W *Center plate Joint unless x,Y offsets are Indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0-rpd' * For 4 x 2 orientation, locate plates 0 - 1/16" from outside edge of truss. *This symbol Indicates the required direction of slots in connector plates. * Plate location details available In MTek 20/20 software or upon request. PLATE SIZE The first dimension Is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text In the bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but IV reaction section Indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. I Numbering System 6-4-8 I dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII. 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations ore regulated by ANSI/rPll . 6. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise. © 2004 Mitek® Job Truss Truss Type Oty Ply Centex Homes, Model 1851 B X06.032 A10 SPECIAL 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, Fl. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 30 15:04:242006 P� 1 0-0-0 4-4-10 1141-0 18- 7 22F9 26-10-0 I i 44-10 W-6 7-W 4." 44-0 Scale =1:46 5x7 = 4 5.00 F12 1.5xa o Sx5 — 3x7 = , 3 5 6 7 2 1 �V ` 3x5 o 12 11 10 9 8 Us It 50 = 34 = 4.6 = 0-0-0 1-0-0 I 6-10.0 1 W-0 185 7 26.10-0 I 14N1 5-10-0 84-1 3 7 84-9 Plate Offsets X, 1:0-3-0 0-1-8 , 5:0-2-8 0-3-0 , 8:0-2-12,0-2-0 9:0-2-8,0-1-8 , 10:0-3-4,0-30 12:0-1-11 0-1-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) -0.21 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.72 10-11 >421 180 BCLL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2004/rP12002 (Matrix) Weight: 1261b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end T1 2 X 4 SYP No.1 _ verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.2 REACTIONS (lb/size) 8=1138/Mechanical, 12=126410-8-0 Max Horz 12=119(load case 5) Max Uplift 8=-350(load case 6), 12=-387(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=1552/381, 2-3=1877/507, 3-4=1767/464, 4-5=2737/768, 5-6=4205/1260, 6-7=231/30, 7-8=178/88 BOT CHORD 1-12=394/1608, 11-12=-513/1608, 10-11=377/1529, 9-10=1282/4261, 8-9=-806/2565� WEBS 3-11=-1301166. 4-11=191235, 4-10=-379/1368, 5-10=19991717, 5-9=-593/228, 6-9=488/1761, 6-8=2514/825, 2-12=-914/294 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4) "This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 3x4 MT20 unless otherwise indicated. •6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350 lb uplift at joint 8 and 387 lb uplift at joint 12. Seng-Chaff Tan, FL Lic #46765 •LOAD CASE(S) Standard 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.96634 October 30,2006 WARNRVO • Feetjg design Fa here aM READ NOTES ON 7ID9 AND REVERSE SIDE BEFORE USE. esign valid for use only with Welt connectors. This design Is based only upon parameters shown, and Is for an individual bullding component. 14515 N. Outer Forty, �® Suite #300 plicabllity of design parameters and proper incorporation of component is responsibility of bullding designer- not truss designer. Bracing shown Chesterfield, MO 63017 Is far lateral support of individual web members only. Additional temporary bracing to Insure stabNty during construction b the responsiblliry, of the e actor. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding f brlcaffon, quality control, storage, delivery, erection and bacng, consult ANSI/TPII Quality Criteria, DSB-69 and BC511 Building Component MiTek S fety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Modison, WI 53719. Symbols PL1j►AITATTE�LOAND ORIENTATION �<�CAJTION *Center plate Joint unless x Y offsets are indicated. Dimensions are in ft-in-sixteenths. W W Apply plates to both sides of truss and securely seat. 0 O * For 4 x 2 orientation, locate plates 0 - r/id' from outside a edge of truss. o This symbol Indicates the required direction of slots in connector plates. * Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension Is the width 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text In The bracing section of the output. Use T, I or Eliminator bracing If Indicated, BEARING Indicates location where bearings (supports) occur, Icons vary but reaction section indicates Joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Prpctice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6I _ 4-6 I dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each Joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft, spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A I or less, if no ceiling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. © 2004 Mitek® Job Truss Truss Type Oty Ply Centex Homes, Model 1851 B X06-032 .01 COMMON 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:24 2006 1 6-0-0 44-9 11-0-0 17-75 21-0-0 I I 44-9 6-7-7 6-7-5 3i-11 5x6 = Scale -1:36. 4 5.00 FIT 3 5 2 8 I 3x6 = 4.6 = 4.6 = 10 9 8 7 Sx10 II 3.6 11 3x4 = 3z7 = 3x4 = 0-0-0 0-0-0 1 1-0-0 6-9.15 15-2-0 21-0-9 I 1-0-0 5 15 BJt-1 5-10-0 Plate Offsets X,Y : 1:0-0-14 0-0-2. 6:0-3-8 Ed e , 11:0-1-11 0-1-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.22 8-10 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.74 8-10 >320 180 BCLL 10.0 Rep Stress Ina NO WB 0.12 Horz(TL) 0.04 6 Na I BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 101 Ito LUMBER BRACING TOP CHORD 2 X 4 SYP SS •ExcepC TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc T2 2 X 4 SYP No.2 puriins. BOT CHORD 2 X 4 SYP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. B2 2 X 4 SYP No.1 - WEBS 2 X 4 SYP No.2 SLIDER Right 2 X 6 SYP SS 3-8-8 REACTIONS (lb/size) 6=1065/0-8-0, 11=1200/0-8-0 Max H= 11=76(load case 5) Max Uplift 6=299(load case 6), 11=389(load case 5) FORCES (lb)- Maximum Compression/Maximum Tension - -, TOP CHORD 1-2=1458/385, 2-3=1807/524, 3-4=-1702/461, 4-5=-1904/529, 5-6=-2064/604 BOT CHORD 1-11=40611539, 10-11=48211539, 9-10=288/1259, 8-9=288/1259, 7-8=-495/1763, 6-7=49511763 WEBS 3-10=82/157, 4-10=-97/467, 4-8=-1741670, 5-8=-158/193, 2-11=-971/326 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MW FRS; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) `This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift atjoint 6 • and 389 lb uplift atjoint 11. LOAD CASE(S) Standard - 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Seng-Chaff Tan, FL Uc 946765 • Uniform Loads (plf) 345 Alhambra PL Vert: 14=-70, 4-6=70, 1-10=20, 8-10=-65, 6-8=20 West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 A WARNING - VerlTg design parameters and READ NOTES ON TRIG AND REVERSE BIDE REFORE USE. 14515 N. Outer Ferry, �® geslgn valid for use only with MOek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 gpplicabllily of design parameters and proper lncorporaffon of component is responsibility of building designer- nottruss designer. Bracing shown Chesterfield, MO 63017 for lateral support of individual web members only.Addlflonal temporary bracing to Insure stability during construction Is the responsibility of the actor. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding bricalion, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSBA9 and BCSII Building Component S fety Information available from Truss Plate Institute, 6B3 D'Onotrlo Drive, Madison, W153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION * Center plate Joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0-yr6' 0 oC O * For 4 x 2 orientation, locate � plates 0 - 1/16" from outside a. edge of truss. o *This symbol indicates the required direction of slots in connector plates. * Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but EV reaction section Indicates Joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses, Numbering System 6-4-8 ' dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETrERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE, APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear fightly against each other. 5. Place plates on each face of truss at each Joint and embed fully Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be sultably protected from the environment in accord with ANSI/TPI1, 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with Are retardant or preservative treated lumber. 9. Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load detection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specifled. 12. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 tt. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A I or less, If no ceiling Is Installed, unless otherwise noted. 14, Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise. © 2004 Miteko Job Truss Truss Type Oty Ply Centex Homes, Model 1851B X06-032 BOLA COMMON 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:24 2006,Rwe 1 0-0 44-9 li-0 17-7.7 20- 44-9 6.7-7 &7-7 2s1 Scale =1:35. 5.6 = 4 see 12 1.5x4A 4x6 C 3 5 1.5x4 II 6 2 ' 1= 10 12 9 6 ,ew Us 1-0-0 6.9.15 15-z-1 20a-e I 1-ao 5a 15 84-2 a-10-7 Plate Offsets X 11:0-1-11,0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) -0.12 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.43 8-10 >522 180 BCLL 10.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.04 7 n/a n/a BCDL 10.6 Code FBC2004rFP12002 (Matrix) Weight: 951b LUMBER BRACING - TOP CHORD 2 X 4 SYP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc T2 2 X 4 SYP No.2 purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1 'Except BOT CHORD Rigid ceiling directly applied or 8-11-0 oc bracing. B22 X 4 SYP No.2 WEBS 2X4SYP No.2 REACTIONS (lb/size) 11=1251/0-8-0, 7=915/0-3-8 Max Horz 11=102(load case 5) Max Uplift 11=405(load case 5), 7=254(load case 6) - FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=14481386, 2-3=-17001499, 3-4=1544/422, 4-5=-13281369, 5-6=-44/74, 6-7=47/28 .. BOT CHORD 1-11=390/1467, 10-11=-492/1467, 10-12=-260/1039, 9-12=-260/1039, 8-9=260/1039, 7-8=-330/1064 WEBS 3-1 0=1 681182, 4-1 0=-1 23/556, 4-8=45/279, 5-8=0/220, 5-7=1381/463, 2-11=729/261 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II: Exp B; enclosed; MWFRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 3)'This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) Bearing atjoint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. .6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint 11 and 254 lb uplift at joint 7. LOAD CASE(S) Standard Seng-Chai Tan, FL Lic #46765 •1) Regular: Lumber Increase=1.25, Plate Increase=1.25 345 Alhambra PL Uniform Loads (plo West Palm Beach, FL 33405 Vert: 1-4=-70, 4-6=-70, 1-11=-20, 11-12=-65, 7-12=-20 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 A WAVWTNG - VerVVy design panxm st and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 141515 N. Outer Forty, ® 9esign valid for use only with MOek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 0300 ppllcabllity, of design parameters and properincorporafion of component is responsibility of building designer- not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members onlyAddilional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria. DSB89 and BCSII Building Component MiTek® S fety Information available from Truss Plate herthute,5a3 D'Onofrlo DMe, Mcdlsom WI 53719. Symbols Numbering,System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate Joint unless x,y Damage or Personal Injury offsets are Indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are In ft-In-slxteenths. IIWLnkI\�,c Apply plates to both sides of truss IIII 1. Additional stability bracing for truss system, e.g. diagonal and Securely Seat. or X-bracing, Is always required. See BCSII . t TOP CHORDS 3 2, Never exceed The design loading shown and never stack c,-z �, \ materials on Inadequately braced trusses. ;WEBS 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate 6 h,, £ n' ; o other Interested parties. plates 0 - 'lid' from outside edge of truss. IL ,�°� U 4. Cut members to bear tightly against each other. F- o- 5. Place plates on each face of truss at each joint and csa I embed fully. Knots and wane at joint locations are I BOTTOM CHORDS _ *This symbol Indicates the regulated byANSI/TPII. required direction of Slots In 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates, the environment In accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available In MITek 20/20 not exceed 19%at time of fabrication. Software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber Is a non-structural consideration and is the The first dimension Is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots, Second Is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11, Lumber used shall be of the species and size, and In all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text In the bracing Section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. If Indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, If no calling Is Installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior EV reaction section Indicates Joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless Indicated otherwise. ® Industry Standards: ANSI/TPI1: National Design Speclflcation for Metal Plate Connected Wood Truss Construction. piTek® DSB-89: Design Standard for Bracing, BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mltek® Connected Wood Trusses. Job Truss Truss Type city Ply Centex Homes, Model 1851 B X06.032 B02 HIP 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 30 15:04:24 2006 FkW 1 0-0-0 4S2 9-0-0 13-0-0 204A I 4S2 44L14 4-0-0 7-0 scale =133. 4 5 5.so 12 1.5x4 C 3 Sx5 = 6 2 3x4 — 10 9 s 3.6 II 3x4 = 3x6 = 3x5 = 0-0-0 0-0-0 1-0-0 4 &40 13-0-0 20-0-B 1-0-0 01-0 7$ 4-0-0 7- Plate Offsets X,Y :- 6:Ed e,0-2-4 , 11:0-1-11,0-0-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) I/deft Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) -0.11 10-11 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.24 10-11 >942 180 BCLL 10.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 7 n/a n1a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 91 Ib -LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc BOT CHORD 2 X 4 SYP No.2 pudins, except end verOcals. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 11=960/0-8-0, 7=831/0-3-8 Max Horz 11=88(load Case 5) Max Uplift 11=-313(load case 5), 7=216(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=1042/232, 2-3=-1270/357, 3-4=-1131/310, 4-5=1015/317, 5-6=-1196/307, 6-7=753/227 BOT CHORD 1-11=-253/1074, 10-11=342/1074, 9-10=223/1015, 8-9=223/1015, 7-8=-217/491 WEBS 3-10=-1421152, 4-10=0/191, 5-8=0/161, 6-8=-1331695, 2-11=-670/293 • - NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MW FRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 4x6 MT20 unless otherwise indicated. 6) Bearing atjoint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3131b uplift atjoint 11 • and 216 lb uplift atjoint 7. - LOAD CASE(S) Standard Seng-Chaff Tan, FL Lic #46765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. - FL Cert.#6634 October 30,2006 WARNING - WrljU drsryn pet.. ers and READ NOTEN ON TWS AND REVERSE BIDE BEFORE USE. 14515 N. Outer Forty, valid for use only with MOek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Safe 0300 pplicabllity of design parameters and proper incorporation of component is responsibility of building designer- not truss designer, Bracingshown Chesterfield, MO 63017 � I II for lateral support of Individual web members only.Additonal temporary bracing to Insure stability during construction is the responsibility of the Iesign Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding f bricalion, quality control, storage, delivery, erector, and bracing, consult ANSI/TPII Quality Criteria, DSB-69 and BCSII Building Component MiTek® S rely Information available from Truss Plate Institute, 583 D'Onatrio Drive, Madison, WI 63719. Symbols PLATE LOCATION AND ORIENTATION *Center plate Joint unless xY offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 Ir * For 4 x 2 orientation, locate M plates 0 -'/0 from outside edge of truss. F *This symbol indicates the required direction of slots In connector plates. * Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension Is the width 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but Ev. reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown in ft-in-sixteenths BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 96048, 9511, 9432A N AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each Joint and embed fully Knots and wane at Joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no celling Is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise. © 2004 Miteke Job Truss Truss Type Oty Ply Centex Homes, Model 1851 B X06-032 B03 HIP 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 30 15:04:25 2AP� Page 1 as o 74w il-0 tso-o z2a-0 I I 740 44w 4-0 Scale =1:37. 3z4 = 5.00 72 9 11 4 12 5 1 6 ZZZ 1 7 f2l d IQ 3x4 — 3x4 = 5x7 = 10 13 14 9 15 8 Sx7 3A = 3s10 W18H= 3X4 = oaa - o-o-0 1-0-o 74o 16 21-0 zz4w 14)-0 s-o-o fia-o Sao too Plate Offsets X, 1:0-3-10,0-2-8 , :0-3-10,0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.16 8-10 >999 360- MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.52 8-10 >492 180 MT18H 244/190 BCLL 10.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.12 7 n/a We BCDL 10.0 Code FBC20041TPI2002 (Matrix) Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc BOT CHORD 2 X 4 SYP No.1 purlins. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. SLIDER Left 2 X 6 SYP SS 3-5-4, Right 2 X 6 SYP SS 3-54 REACTIONS (lb/size) 1=162210-8-0, 7=162210-8-0 Max Horz 1=49(load case 5) Max Uplift 1=548(load case 5), 7=-548(load case 6) . FORCES (Ib) - Maximum Compression/Maximum Tension - TOP CHORD 1-2=-3429/1128, 2-3=3329/1141, 3-11=3107/1105, 4-11=-3107/1105, 4-12=3107/1105, 5-12=-3108/1105, 5-6=-3330/1142, 6-7=-3430/1128 BOT CHORD 1-10=1016/3071, 10-13=1151/3417,13-14=1151/3417, 9-14=-1151/3417, 9-15=-1151/3417, 8-15=-1151/3417, 7-8=-969/3072 WEBS 3-10=-159/790, 4-10=-513/221, 4-8=5121221, 5-8=-159/790 NOTES 1) Unbalanced roof live loads have been considered for this design.. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MW FRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. , 3) Provide adequate drainage to prevent water ponding. 4) `This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are MT20 plates unless otherwise indicated. -6) All plates are 4x6 MT20 unless otherwise indicated. , 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 548 lb uplift at joint 1 and 548 Ib uplift at joint 7. 8) Hanger(s) or other connecton device(s) shall be provided sufficient to support concentrated load(s) 183 lb down and Seng-Chaff Tan, FL Lic #46765 129 lb up at 7-0-0, 104 lb down and 75 lb up at 9-0-12, 104 lb down and 75 in up at 11-0-12, and 104 lb down and 345 Alhambra PL 75 lb up at 12-11-4, and 183lb dawn and 129 lb up at 15-0-0 on top chord, and 257 lb down and 68 lb up at 7-0-0, West Palm Beach, FL 33405 64 lb down at 9-0-12, 64 lb down at 11-0-12, and 64 lb down at 12-11-4, and 257 lb down and 68 lb up at 14-11-4 MiTek Industries, Inc. on bottom chord. The design/selection of such connection device(s) is the responsibility of others. FL Cert.#6634 9 In the LOAD CASES section loads anolied to the lace of the truss are noted as front F or back (B). October 30,2006 JI�Qf�+2�r ®Ferameters and READ 30]'E8 OS TBf3 AND REVERSE SIDE BEF[IRE USE. 14515 N.Outar Forty, ��® Suite J7300� ;iQr�`(J fpr sp,{j y]jt�,k,�pct@J I,I 6p�g only upon parameters shown, and k for an IntllNtlual building component. y'QC�ji{IS}' l7{3'A �r �f4e s'§ndp7d'pAr�norpora`fion of do`�rYponenlls responslbillN of builtling deslgner-no}lruss designer. Bracing shown Chesterrieltl, M063017 IS rorl P.fSji ual web members only.Addi}lonaltemporary bmdng to Insure stability during conshucHan tithe responsiblliry of the e ector. AdtlitioHaYrt1e1n3nx7R,h1d¢@J$Edlll s4eet?6a Is the responsibility of }he builtling deslgner For general gultlance regarding f bdcailon, quality control storage, delivery, erecifon and bracing, consult ANSI/TPII fluality Cr6eria, DSa89 and BGSII BUIICIng Component MiTek® S terry Inrormotlon wettable hom Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION *Center plate Joint unless x,Y offsets are indicated. Dimensions are in ft-In-sixteenths. Apply plates to both sides of truss and securely seat. * For 4 x 2 orientation, locate plates 0 - 1/16" from outside edge of truss. *This symbol Indicates the required direction of slots In connector plates. * Plate location details avallable In MiTek 20/20 software or upon request. PLATE SIZE The flrst dimension is the width 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text In the bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates Joint number where bearings occur. 29 Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 6243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A c c, TEE-LOK AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See BCSII. 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be sultably protected from the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. B. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purllns provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no telling Is Installed; unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise. © 2004 Mitek® Job Truss Truss Type City Ply Centex Homes, Model 1851 B X06.032 B03 HIP 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:25 2006 Page 2 LOAD CASE(S) Standard Concentrated Loads (Ib) ' Vert: 3=-183(F) 5=-183(F) 10=257(F) 4=104(F) 8=257(F) 11=-104(F) 12=-104(F) 13=-44(F) 14=44(F) 15=44(F) WARNING - Verjfy design pare peters and READ Ill ON TWS AND REVERSE SIDE BEFORE USE. - 14515 N. Outer Forty. esign valid for use only with Welk connectors. This design is based only upon parameters shown, and Is for an Individual building component. suite #3ao ppllcoblllty, of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chestenield,M063017 k forlateral support of Individual web members onlyAdditlonal temporary bracing to Insure stability during construction is the responsibility of the rector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fi bricctlon, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component iw iTek® S fety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Modison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION *Center plate Joint unless x Y offsets are indicated. Dimensions are in ft-In-sixteenths. Apply plates to both sides of truss and securely seat. 0-yid' * For 4 x 2 orientation, locate plates 0 - IN!' from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. * Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension Is the width 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text In the bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates Joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown in ft-in-sixteenths 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96fi7, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all p� other Interested parties. O U 4. Cut members to bear tightly against each other. EL 5. Place plates on each face of truss at each Joint and OR embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise © 2004 Welke Job Truss Truss Type Qty Ply Centex Homes, Model 1851 B X06-032 Cot COMMON 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:25 2006 Page 1 o-0a oao i -t-0-0 I 33-0 6S-D I 78 1-0-0 3J-0 33a 1-0-0 44 = Scate=1:30. 5.00 12 3 2x5 II 2x5 II 2 a s 7 6 °23 II 2W� 13-0 I 6-&U I 33-0 3J 0 Plate Offsets X,Y : 1:0-2-2 0-0-12 , 5:0-2-2 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) 0.03 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.19 Vert(TL) -0.05 7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 6 n/a rda BCDL 10.0 Code FBC2004TTPI2002 (Matrix) Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins, except end verticals. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.2 REACTIONS (lb/size) 8=36010-3-8, 6=360/Mechanical Max Horz 8=-132(load case 3) Max Uplift 8=257(load case 3), 6=-257(load case 4) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=130/154, 3-4=-130/154, 4-5=0/31, 2-8=-271/200, 4-6=271/200 BOT CHORD 7-8=89/61, 6-7=-89/61 1-. WEBS 3-7=73/43 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2571b uplift atjoint 8 • and 257 lb uplift at joint 6. LOAD CASE(S) Standard Seng-Chaff Tan, FL Lic#46765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.46634 October 30,2006 WARNING - Verify design parameters and READ NOTES ON THIS AND SEVERSE SIDE BEFORE USE. 14515 N. Outer Forty, eslgn valid for use only with MOek connectors. This design Is based only upon parameters shown, and is for an Individual bullding component. Suite N300 pplicabilly, of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesterfield, M063D17 Is for lateral support of Individual web members only.Addltlonal temporary bracing to Insure stability during construction Is the responsibility of the e actor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding f bricatlon, quality contmL storage, delivery, erection and bracing, consult AN$I/TPII Quality Criteria. DSB-89 and BCSII Building Component MiTek® S feN Information ovallcble from Truss Plate Institute, 683 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless x,y Damage or Personal Injury Offsets are indicated. 6-4-8 I dimensions shown in ft-in-sixteenths Dimensions are In ft-In-sixteenths. Apply plates to both sides of truss IIII 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI1. t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack 01.2 Cas \ materials on Inadequately braced trusses. WEBS 4 3. Provide copies of this truss design to the building 4��plates designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate ? k,. �,�^ other Interested parties. 0 - Vm!' from outside iL *,^� V 4. Cut members to bear tightly against each other. edge of truss, f- o- 5. Place plates on each face of truss at each joint and OF embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol Indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6 ign assumes trusses lbe suitably protected from connector plates. the envirronment In accord with ANSI/TPI1 * Plate location details available In MiTek 20/20 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design Is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber is a non-structural consideration and Is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second Is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots, CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and In all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text In the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. If Indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, If no ceiling is installed, unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior EV reaction section Indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless Indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI7: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Miteke Connected Wood Trusses. Job Truss Truss Type Oty Ply Centex Homes, Model 1851 B X06-032 CO2:: COMMON 1 1 _ Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:25 2006 Page 1 000 00 -1-0-0 3J-0 fi6e I I 1 PO 3a-o 33.0- 46 = scale =1:19. 3 5.00 12 2.5 II 4 5 4F] 7 - 0-oA5 II 2&V , sao ee-0 33-0 33-0 Plate Offsets X,Y : 1:0-2-2 0-0-12 , 5:0-2-2,0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.02 7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2004/7PI2002 (Matrix) Weight: 32 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins, except end verticals. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.2 REACTIONS (lb/size) 8=360/0-8-0, 6=360/0-3-8 Max Horz 8=-46(load case 6) Max Uplift 8=-258(load case 5), 6=258(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-214/160, 3-4=-214/160, 4-5=0/31, 2-8=288/201, 4-6=288/201 BOTCHORD 7-8=-88/145, 6-7=88/145 -- •- WEBS 3-7=-61/69 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MWFRS; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) `This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 Its uplift atjoint 8 and 258 lb uplift at joint 6. LOAD CASE(S) Standard Seng-Chai Tan, FL Lie #46765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 WARNING - VertjU of clan parameters and NEAR NOTES ON TWS AND REVERSE SME BEFORE USE. M15 N. Outer Forty, r_ r•® eslgn valid for use only with Mgek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 pllcability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesterfield, MO 63017 1 for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the o rector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding f brlcafiom quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® S tety, WI Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison. 53719. Symbols PLATE LOCATION AND ORIENTATION *Center plate Joint unless x,Y offsets are indicated. Dimensions are In ft-In-sixteenths. Apply plates to both sides of truss and securely seat. O * For 4 x 2 orientation, locate plates 0 - IN' from outside a. edgeof truss. o *This symbol Indicates the required direction of slots In connector plates. * Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but IV reaction section indicates Joint number where bearings occur. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. .. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A e. I i TEE-LOK AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g, diagonal or X-bracing, Is always required. See BCSII. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each Joint and embed fully Knots and wane at Joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. B. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purllns provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. © 2004 Mitek® Job Truss Type Qty Ply Centex Homes, Model 1651 B X06-032 =CO3 HIP 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 3015:04:26 2006 Page 1 oua oua -tau 2au aeu sea 7a I I I 1-Oa 2au eau eau 1.0.0 44 = Scale =1:78. 46 = 3 3 4 5.00 f12 as It 2.5 II 2 5 6 ;1 9 14 8 0o&s II zxe-0W 2u I 4au sue 2aa eau zoo Plate Offsets X, 1:0-2-2,0-0-12 , 6:0-2-2 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) 0.03 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.02 8-9 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.01 Horz(TL) -0.00 7 n/a n/a BCDL 10.0 Code FBC2004f1P12002 (Matrix) Weight: 34 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins, except end verticals. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or10-0-0 oc bracing. OTHERS 2 X 4 SYP No.2 REACTIONS (lb/size) 10=30710-8-0, 7=307/0-3-8 Max Horz 10=37(load case 5) Max Uplift 10=368(load case 5), 7=358(load case 6) = Max Gray 10=312(load case 7), 7=307(load case 1) FORCES (Ib) - Maximum Compression/MaAmum Tension TOP CHORD •1-2=0/31, 2-3=169/272, 3-13=-115/242, 4-13=-115/242, 4-5=161/275, 5-6=0/31, 2-10=247/278, 5-7=-243/272 BOT CHORD 9-10=-183/114, 9-14=188/115, 8-14=188/115, 7-8=-183/114 , WEBS 3-9=-76/42, 4-8=-74/42 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15111t; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MW FRS; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4) `This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3681b uplift at joint 10 and 358 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb up at Seng-Chai Tan, FL Lic #46765 ' 2-0-0, and 27 Ib up at 3-3-0. and 8 lb down and 39 lb up at 4-6-0 on top chord, and 0 lb down and 61 Ib up at 2-0-0. 345 Alhambra PL and 19 lb up at 3-3A, and 0 Ib down and 61 lb up at 4-5-4 on bottom chord. The design/selection of such West Palm Beach, FL 33405 connection device(s) is the responsibility of Others. MiTek Industries, Inc. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FL Cert.#6634 October 30,2006 I D t`�.1@f4t�ra158B .Qdy Ial8Peri9ddOaW94TAN THIS AND REVE17SE SIDE BEFORE USE. slgrt tlp ,(pr MY, MRek connectors. This design Is based only upon parameters shovm, and Is for an Individual building component. 14515 N. Outer Forty, �® Suite k3o0 Is plica o ss,9np(W�a e{�gn�dl��o m) eq o.{aJlan cg �rp1 r,Wo{ lit of buildin desi ner-not truss desl ner. Bracin shown rloteraIsup{'lfiri'6f Ai6i dr'ebl4Ak'mminc1)�Atl2liiia�tetnpardytffi M�i64nsure stability during construction is the responsibility of the Chestemeld, M063017 � e actor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Ic bdcalion, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSBa9 and BCSII Building Component Sifety Information ovaliable from Truss Plate institute. 583 D'Onofrio Drive, Madison, N 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION �I*Center plate Joint unless x,y are Indicated. Dimensions are in ft-in-sixteenths. FEoffsets Apply plates to both sides of truss and securely seat. 0-r/ie 0 Q O *For 4 x 2 orientation, locate plates 0 - /re" from outside edge of truss. o *This symbol indicates the required direction of slots In connector plates. * Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension Is the width 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text In the bracing section of The output. Use T, I or Eliminator bracing If Indicated, BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates Joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 , dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. �Z•P h 1 d01te] 17 Wi11 :Fd0] 7 Za17 9 Z0Ph1 1!41 BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A W AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII . 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully, Knots and wane at joint locations are regulated by ANSI/rPll . 6. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. B. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no calling Is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter Truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise. © 2004 Mlteko CO3 Ft. Pierce, A. LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=32(F) 4=32(F) 9=4(F) 8=4(F) 13=27(F) 14=5(F) WARNMO - VerQj/ design parameters and READ NOTES ON THIS AND REVERSE SIDE EEFONE USE. 14515 N. Outer Forty. ..® esign valid for use only with MBek connectors. This design Is based only upon parameters shown, and s for an Individual building component. Suite #300 pllcabllity of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Cheslemeld, MO 63017 � is for lateral support of IndNidual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the e ector. Additional permanent bracing of the overall structure Is the responsibliity of the bulldfng designer. For general guidance regarding fc brlcatlon, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB89 and BCSII Building Component M iTek® fety Informagon available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/< *Center plate on joint unless xy Damage or Personal Injury offsets are Indicated. 6.4-8 ' dimensions shown in ft-in-sixteenths Dimensions are In ft-In-sixteenths. Apply plates to both sides of truss II—'�I 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, Is always required. See BCSII. t TOP CHORDS 3 2. Never exceed the design loading shown and never stack c1-2 Q3 \ materials on Inadequately braced trusses. 4 � 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all *For 4 x 2 orientation, locate v a p ;XZ other Interested parties. plates 0 -'/16" from outside edge of truss. (L ,,,^° U 4. Cut members to bear tightly against each other. OF a 5. Place plates on each face of truss at each joint and `" embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol Indicates the regulated by ANSI/TPII. required direction of slots In 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates, the environment In accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details avallable in MITek 20/20 not exceed 19% at time of fabrication. software or upon regUGSt. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHESTTO 8. Unless expressly noted, this design Is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber Is a non-structural consideration and Is the The first dimension Is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second Is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11, Lumber used shall be of the species and size, and In all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text In the bracing section of the 12, Top chords must be sheathed or purllns provided at output. Use T, I or Eliminator bracing spacing shown on design. If Indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, If no ceiling Is Installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15, Do not cut or alter truss member or plate without prior uip reaction section Indicates joint approval of a professional engineer. number where bearings occur, 16. Install and load vertically unless Indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. A MiTek® DSB-89: Design Standard for Bracing. BCS11: - Building Component Safety Information, Guide to Good P[actIce for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job ss Truss Type Oly Ply Centex Homes, Model 1651 B XO6-032 7 FC MONO TRUSS 10 6-08 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 30 15:04:26 2006 Page 1 2 t-a-o ao 5.00 12 Scale=1:5. MTS16 t 3x4 = 3 04-10 0-0-0 1-0-0 1-0e Plate Offsets X Y : 1:0-0-0 0-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.03 Vert(LL) -0.00 1 n/r 180 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.02 Vert(TL) -0.00 1 n/r 90 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2004frP12002 (Matrix) Weight: 3lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 3=10/Mechanical, 2=79/Mechanical Max Harz 3=98(load case 1), 2=98(load case 1) Max Uplift 3=14(load case 3), 2=50(load case 5) Max Grav 3=20(load case 2), 2=79(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=80/119 BOT CHORD 1-3=98/82 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MW FRS cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss Connections. 4) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift atjoint 3 and 50 lb uplift at joint 2. 5) Non Standard bearing condition. Review required. LOAD.CASE(S) Standard Seng-Chai Tan, FL Lic #46765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc.' FL Cert.#6634 October 30,2006 WARNING - VexiJg design parameters and BEAU NOTES ON TWS AND REVERSE SNE REPORE USE. 14515 N. Outer Forty, D 3sIgn valid for use only with MBek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 A oplicablilty, of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of individual web members only.AddBlonal temporary bracing to Insure stability during construction Is the responsibility of the e actor. Additional permanentbracing of the overall structure is the responsibility of the building designer. For general guidance regarding Ic bdcatlom quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek fety Information available from Truss Plate InsfiNte, 583 D'OnoHlo Drive, Maclean, w153719. Symbols PLATE LOCATION AND ORIENTATION *Center plate Joint unless x,Y offsets are Indicated. Dimensions are in ft-In-sixteenths. Apply plates to both sides of truss and securely seat. * For 4 x 2 orientation, locate plates 0 - 1/16" from outside edge of truss. *This symbol indicates the required direction of slots in connector plates. * Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension Is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text In the bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal 'Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A TEE-LOK Q0W&I ■INIV� AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII . 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no calling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise. © 2004 Mitek® Jab Truss Truss Type City Ply Centex Homes, Model 1851 B X06.032 :J3 MONOTRUSS 6 1 Job Referen tional Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:26 2006 Page 1 000 3-0-0 3-0-0 Scale = t:s 5.00 rl2 3x6 II 2 i 30 = 4ID 1-09 14-0 1 M.0 -00 0 -o ao Plate Offsets X,Y : 1:0-0-0,0-0-0 , 2:0-1-11,0-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 16.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.00 4-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=28/Mechanical, 4=-6/Mechanical, 5=242/0-8-0 Max Horz 5=56(load case 5) Max Uplift 3=-22(load case 5), 4=6(load case 1), 5=-126(load case 5) Max Gray 3=28(load case 1), 4=12(load case 6), 5=242(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=55/33, 2-3=32/6 BOT CHORD 1-5=-0/56, 4-5=0/0 WEBS 2-5=-165/95 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MWFRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift atjoint 3, 6lb ' uplift atjoint 4 and 126 Ib uplift atjoint 5. LOAD CASE(S) Standard Seng-Chaff Tan, FL Lic 946765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 WARNING - Verffy design parameters and READ NOTES ON Taus AND REVESSE HIDE BEFORE USE. 14515 N. Outer Forty, ..® sign valid for use only with MOek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 pllcablllty of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Cheste�eld, MO 63017 is r lateral support of Individual web members only.Addilional temporary bracing to Insure stability during conshuchon Is the responsibility of the e ID actor. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding brlcaflon, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB89 and BCSI1 Building Component MiTek® 5 tety Information available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION *Center plate on Joint unless x y offsets are Indicated. FE Dimensions are in ft-In-sixteenths. Apply plates to both sides of truss and securely seat. Q *For 4 x 2 orientation, locate O plates 0 - r/id' from outside a edge of truss. o This symbol Indicates the required direction of slots In connector plates. * Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension Is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text In the bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but EV reaction section Indicates joint number where bearings occur, Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss. Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to .Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 , dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHESTTO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. We] � I� I: A to] A 11 Will I :11VK•] »M J 1 r L•P/t1 !,9 BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII. 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each Joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. B. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purllns provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise. © 2004 Mitee Job Truss Truss Type City Ply Centex Homes, Model 1851 B X06.032 CJ3A MONO TRUSS 2 1 o-0-0 Jd9 Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 30 15:04:26 2006 Page 1 000 2-e-0 3 2-0-0 5.00 12 scale=1:9. 2 3x4 i GA 4 1-2-10 0a0 2-0-0 i 0<-0 4-0 Plate Offsets X,Y : 1:0-1-8,0-0-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.26 TC 0.06 Vert(LL) -0.00 1 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.00 14 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 - Code FBC2004/TPI2o02 (Matrix) Weight: 8lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc BOT CHORD 2 X 4 SYP No.2 puriins. SLIDER Right 2 X 4 SYP No.2 1-1-3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=89/0-3-8, 4=20/Mechanical, 3=70/Mechanical Max Horz 1=57(load case 5) Max Uplift 1=-12(load case 5), 3=-55(load case 5) Max Grav 1=89(load case 1), 4=40(load case 2), 3=70(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=39/0, 2-3=-25/20 BOT CHORD 1-4=0/0 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MW FRS; cantilever left and right exposed : Lumber DOL=1.60 plate grip DOL=1.60. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift atjoint 1 and 55 lb uplift at joint 3. LOAD CASE(S) Standard Seng-Chaff Tan, FL Lic #46765 345 Alhambra PL West Palm Beach, FL 33405 '. MiTek Industries, Inc. FL Cert.#6634 October 30,2006 WARNING- Verjfy design parametersand READNOTES ON YIDS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty,sign valid for use only with MBek connectors. This design Is based only upon parameters shown, and Is for an indNldual building component. suite 400 pfcabilly of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesterfield, MO 6301iror lr lateral support of Individual web members onlyAddi lonal temporary bracing to Insure stability during construction Is the responsibility of the ector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding bricotion, quality control, storage, delivery, erection and bracing, consult ANSI/IPII Quality Criteria, DSB89 and BC511 Building Component MiTek fety Information available from Truss Plate Institute,583 D'Onofrio Drive. Madison WI53719. Symbols PLATE LOCATION AND ORIENTATION *Center plate Joint unless xY offsets are Indicated. FE Dimensions are in ft-In-sixteenths. Apply plates to both sides of truss and securely seat. D-1/16" 0 Ir * For 4 x 2 orientation, locate plates 0 - r/re" from outside a edge of truss. *This symbol Indicates the required direction of slots in connector plates. * Plate location details available In MTek 20/20 software or upon request. �CAI4MN The first dimension is the width Q X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text In The bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but EV reaction section indicates Joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purllns provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no calling Is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. © 2004 Mitek® Job Truss Truss Type Qty Centex Homes, Model 1851 B X06.032 CJ3P MONOTRUSS 2 MJob Referen tional Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:26 2006 Page 1 a00 Sao 30 0 Scale =1:9. 5.00 12 3.5 II 2 1 3A = q rxo 0 1-00 -1-1 3-0-0 i 1-00 0-1-12 1-10e Plate Offsets X,Y : 2:0-1-10,0-0-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.07 Vert(LL) 0.00 5 >999 360 MT20 2441190 TOOL 15.0 Lumberincrease 1.25 BC 0.05 Vert(TL) 0.00 5 >999 180 , BOLL 10.0 Rep Stress Incr YES WB 0.01 Horz(TL) -0.00 3 n/a We BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc BOT CHORD 2 X 4 SYP No.2 pudins. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=43/Mechanical, 4=5/1vlechanical, 5=217/0-3-8 Max Horz 5=56(load case 5) Max Uplift 3=-33(load case 5), 4=28(load case 4), 5=138(load case 5) Max Grav 3=43(load case 1).4=22(load case 2), 5=217(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=55/29, 2-3=32/12 BOT CHORD 1-5=0/56, 4-5=0/0 WEBS 2-5=155/84 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2) *This truss has been designed for a 10.0 psf bottom chard live load rionconcurrent with any other live loads. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 3, 28 lb uplift atjoint 4 and 138 Ib uplift at joint 5. - LOAD CASE(S) Standard Seng-Chaff Tan, FL Lic #46765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 WARRRYO - W des and READ ROTEB OR REVERaE rlfy ih llervmete BEFORE VeE. M15 N. Outer Forrg gesign valid for use only with Meek cR connectors. design Is based only upon parameters shown, my u on p Is for an individual building component. Suite #300 ppllater lly parameters ndproperIncor oration component building designer- not buss designers Bracing shown g d Chesterfield, Mil 63017 � i support of b member oily al to b ocing to Insiurety for lateral support of Individual web members anlyAddBional temporary bracing to Insure stability during construction Is the responsibility of the stability actor. Additional permanent bracing of me overall structure Is the responsibility of the building designer, For general guidance regarding f brlcation. quality control, storage, delivery, erection and bracing, consult ANSI/TPn Quality Crforla. DSB-89 and BCSI1 Building Component M iTe k S rely Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate joint unless xy Damage or Personal Injury offsets are Indicated. 6-4-8 'dimensions shown in ft-in-sixteenths Dimensions are In ft-In-sixteenths. Apply plates to both sides of truss II —'II 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI7. D r/r� t TOP CHORDS 3 2. Never exceed The design loading shown and never stack c,.: as \ materials on Inadequately braced trusses. WEBS Sa., 4 3. Provide copies of this truss design To the building Q designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate S a, 3 ,ry' 3 ¢ other Interested parties. plates 0 - Ihe' from outside a0 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of Truss at each joint and C�I embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSIAPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitablyprotected from connector plates. the environment in accord with ANSI/TPl 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MTek 20/20 not exceed 19% at Time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design Is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber Is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second Is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. If Indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no calling Is Installed, unless otherwise noted. BEARING Indicates location where bearings 14, Connections not shown are the responsibility of others. Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section Indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless Indicated otherwise. Industry StandardsMH ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. MiTeke DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Jab Truss Truss Type City Ply Centex Homes, Model 1851 B X06-032 CJS MONOTRUSS 4 1 Job Reference (optional Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. M-oWOct 30 15:04:27 2006 Page 1 a-0o s90 5-09 3 Scale =1:13. 5.00 12 3x6 II 2 1 3x4 = 9mID 4 1-LL0 I 1-0-0 5-0-0 � 1-0-0 0-0-0 3-0-0 Plate Offsets KY): : 1:0-0-0,0-0-0 , 2:0-1-11 0-0-0 LOADING (psf) SPACING 2-0-0 C51 DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.26 TC 0.15 Vert(LL) -0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.01 4-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc BOT CHORD 2 X 4 SYP No.2 puriins. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=106/Mechanica1, 4=34/Mechanical, 5=304/0-8-0 - Max Horz 5=94(load case 5) Max Uplift 3=70(load case 5), 5=-131(load case 5) Max Grav 3=106(load case 1), 4=62(load case 2), 5=304(load case 1) ' FORCES (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=101/41, 2-3=56/31 BOT CHORD 1-5=0/94, 4-5=0/0 WEBS 2-5=246/149 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MW FRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift atjoint 3 and 131 lb uplift at joint 5. LOAD CASE(S) Standard Seng-Chai Tan, FL Lic #46765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 WARNING - Verlf, desisn parameters and EEAD NOTES ON TMS AND EEVEESE 9IDE BEFORE Dsis. 14515 N. Outer Forty, eslgn valid for use only with Mffek connectors. ThIs design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 ppllcablllty of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesterfield, M063017 El ' for lateral support of individual web members only.Add'Alonol temporary bracing to Insure stability during construction is the responsibility of the rector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding f bricatlon, quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and BCS1I Building Component MiTek S fety Information avollable from Truss Plate Institute, 583 D'Onofrio Drive, Madison WI 53719. 1 Symbols PLATELOCATION AND ORIENTATION *Center plate joint unless xY offsets are indicated. Dimensions are in ft-in-sixteenths. W W Apply plates to both sides of truss and securely seat. 0 ir * For 4 x 2 orientation, locate X plates 0 - IN!' from outside edge of truss. P *This symbol Indicates the required direction of slots in connector plates. * Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension Is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text In the bracing section of the output. Use T, I or Eliminator bracing If indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but EV reaction'section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 r dimensions shown in ft-in-sixteenths BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 6243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A n TEE-LOK AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPII. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12, Top chords must be sheathed or purllns provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no calling is Installed, unless otherwise noted. 14, Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise, © 2004 Mitek® Job Truss Truss Type Oty Ply Centex Homes, Model 1851B X06-032 CJ5A MONO TRUSS 2 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, n. 34946 - 6.300 s Dec 1 2005 MiTek Indushie , nc. Mon Oct 30 15:04:27 2006 Page 1 o-0-0 4-0-0 4-0 3 Scale =1:13. 5.00 12 2 1 3x4 i 4 2-0-10 OA-0 0 ��pI 0-0-0 343-0 Plate Offsets X,Y : 1:0-1-8,0-0-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.01 14 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.03 1-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Hom(TL) 0.01 3 rda rda BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc BOT CHORD 2 X 4 SYP No.2 puffins. SLIDER Left 2 X 4 SYP No.2 2-0-6 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (its/size) 1=177/0-3-8, 3=138/Mechanical, 4=39/Mechanical Max Horz 1=94(load case 5) Max Uplift 1=35(load case 5), 3=97(load case 5) Max Grav 1=177(load case 1), 3=138(load case 1), 4=79(load case 2) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=62/0, 2-3=-44/41 BOTCHORD 1-4=0/0 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MW FRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. ' 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 1 and 97 lb uplift at joint 3. LOAD CASE(S) Standard Seng-Chaff Tan, FL Lic #46765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 A WARNING - VerTy design parameters and DEAD NOTES ON THIS AND REVERSE SWE BEFORE USE. 14515 N. Outer Forty, ..® geslgn volld for use only with MOek connectors. This design is based only upon parameters shown, and is for an InclMdual balding component. Suite #300 ppllcabirly of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the actor. Additional permanent bracing of the overall structure Is the responsiblliy, of the building designer. For general guidance regarding ft brication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® S fety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, all 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate Joint unless x y Damage or Personal Injury offsets are Indicated. 6r 4.8 r dimensionsshown in ft-in•sixteenths Dimensions are In ft-In-slxteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. and or X-bracing, is always required. See BCSI 1. 0-1/0 TOP CHORDS 3 2. Never exceed the design loading shown and never stack c,z cz3 ', materials on inadequately braced trusses. WEBS 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate ? , 3 cy' 3 ¢ other Interested parties. plates 0 -'/ra" from outside edge of truss. 0 a0 40 U 4. Cut members to bear tightly against each other. F- a. 5. Place plates on each face of truss at each Joint and cr.e car cs$ OF embed fully. Knots and wane at joint locations are BOTTOM CHORDS This symbol Indicates the regulated by ANSI/TPI1. _ required direction of slots In 8 7 6 5 6. assumes trusses ld be sultably Tected from slenvir connector plates. the environment in accorgn with ANSI/TPIIl * Plate location details available In MRek 20/20 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHESTTO 8. Unless expressly noted, this design Is not applicable for THE LEFT. use with fire retardant or preservative heated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber Is a non-structural consideration and Is the The first dimension Is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL'BRACING 11. Lumber used shall be of the species and size, and In all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal To or better than that specified. by text In the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. If Indicated. ]CEO 4922, 5243, 5363, 3907 13, Bottom chords require lateral bracing at 10 ft. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no calling Is Installed, unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section Indicates Joint approval of a professional engineer. 129 number where bearings occur. 16, Install and load vertically unless Indicated otherwise. ��® Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, F�l Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type city Ply Centex Homes, Model 1851E X06.032 CJ5P MONO TRUSS 2 1 Job Reference o tional Universal Forest Product, Inc. E359, Ft. Pierce, Ft. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. o ct 30 15:04:27 2006 Page 1 o-o-0 s-0 o Sh0 3 style = t1a 5.00 12 3x5 u 2 1 &4 = 4200 the 1�1-�12 5-e-0 i 1-0-0 Q-1-12 310-0 Plate Offsets X,Y : 2:0-1-10,0-0-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.02 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.02 4-5 >999 180 BCLL 10.0 Rep Stress Incr YES W B 0.02 Horz(TL) -0.01 3 n/a Na BCDL 10.0 Code FBC20041TPI2002 (Matrix) Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=115/Mechanical, 4=40/Mechanical, 5=289l0-3-8 Max Horz 5=94(load case 5) Max Uplift 3=-80(load rase 5), 4=-59(load case 4), 5=185(load case 5) Max Grav 3=115(load case 1), 4=68(load case 2), 5=289(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-96/40, 2-3=58/34 BOT CHORD 1-5=-0/94, 4-5=0/0 - WEBS 2-5=-248/127 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss Connections. 4) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 3, 59 lb uplift at joint 4 and 185 lb uplift at joint 5. LOAD CASE(S) Standard Seng-Chaff Tan, FL Lic #46765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Ceit-46634 October 30,2006 PMArWA—M. —G • VerlJy design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, �® volld for use only with MTek connectors. This design Is based only upon parameters shown, and Is for an individual bulltling component. Suite #300 pllcablllty of design parameters and proper incorporation of component is responsibility of bullding designer- not truss designer. Brocing shown Chesterfield, MO 63017rlateral lign support of individual web members only.Additlonal temporary bracing to insure stabllitydurng construction athe responslbllity of the ctor. Additional permanent bracing of the overall structure Is the responsibrily of the bulltling designer. For general guidance regarding rication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criterla, DS"9 and BCSII Building ComponentMiTekely Information available from Truss Mate Institute. 553 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on Joint unless x y Damage or Personal Injury offsets are Indicated. 6i 4-8 � dimensions shown in ft-in•sixteenths Dimensions are In ft-In-sixteenths. III.L Jnkl\Wc Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSII. f 2 3HORDS TOP CHORDS 2. Never exceed the design loading shown and never stack � c,-, n_3 \ materials on Inadequately braced trusses. o WEBS ti 4 3. Provide copies of this truss design to the building Cc designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate s w,, o other Interested parties. plates 0 - 1/16" from outside edge of truss. a ,�� U OF 4. Cut members to bear tightly against each other. a S. Place plates on each face of truss at each Joint and -° 7 embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment In accord with ANSI/fPl1. * Plate location details available In MITek 20/20 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design Is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber is a non-structural consideration and Is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and In all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text In the bracing section of the 12, Top chords must be sheathed or purllns provided at output. Use T, I or Eliminator bracing spacing shown on design. If Indicated. ICBO 4922, 5243, 5363, 3907 13, Bottom chords require lateral bracing at 10 ft. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, If no calling Is Installed, unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior IV reaction section Indicates joint approval of a professional engineer. number where bearings occur. 16, Install and load vertically unless Indicated otherwise. Industry Standards: �® ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. M ITek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, n7w MIN Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. --t Job Truss Truss Type Oty Ply Centex Homes, Model 1851 B X06-032 EG5 MONOTRUSS 1 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:27 2006 Page 1 00 000 1-0-B I 4-0-0 1.Sx4 I 1E4I 238 3 Scale =1:13. 5.00 12 z 1 2r5 II 5 6 4 _9vA II tAA 4-0-0 � 1- 2-3A Plate Offsets X,Y : 1:0-4-8,0-1-0, 2:0-1-12 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.02 4-5 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.15 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc BOT CHORD 2 X 6 SYP SS pudins. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2 X 4 SYP No.2 REACTIONS (lb/size) 1=876/0-8-0, 4=929/Mechanical Max Horz 1=88(load case 5) Max Uplift 1=-343(load case 5), 4=-269(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=998/220, 2-3=-24/22 BOT CHORD 1-5=252/824, 5-6=252/824, 4-6=252/824 WEBS 3-4=-72/40, 2-5=-172/792, 2-4=-922/281 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MW FRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 2) `This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 343 lb uplift at joint 1 and 269 lb uplift at joint 4. •6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 340 lb down and 217 Ill up at 0-0-0, and 1118lb down and 277 Ill up at 2-7-4 on bottom chord. The design/selecUon of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Seng-Chaff Tan, FL Lic 946765 345 Alhambra PL LOAD CASE(S) Standard West Palm Beach, FL 33405 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 MiTek Industries, Inc. Uniform Loads (plf) FL Cert.#6634 Vert: 1-3=70 1-4=20 October 30,2006 A WARNWO - d.1(® 1 READ NOTES ON TMS AND EEV E SIDE BEFORE USE. 14515 N. Outer Forty, eslgn valid for use only with M elY k connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component. Suite #300 ppllcabllity, of design parameters and proper Incorporation of component is responsibIrty of bulltling designer- not truss designer. Bracing shown Chesterfield, MO 63017 � for lateral support of individual web members only Addltlonal temporary bracing to Insure stabllity during construction is the responsiblllly of the rector. Additional permanent bracing of the overall structure Is the responsibility of the bulltling designer. For general guidonce regarding f brication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB89 and BCSI1 Building Component S fety Information available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison. WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION *Center plate Joint unless xY offsets are Indicated. Dimensions are in ft-In-sixteenths. W W Apply plates to both sides of truss and securely seat. * For 4 x 2 orientation, locate O plates 0 - r/ra"from outside o edge of truss. *This symbol indicates the required direction of slots in connector plates. * Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or '/✓�/// by text In the bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates Joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing, BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 r dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. � T0L I I �� N];7 FillI �d�] 11 4_1 ]:IMP/d �9 BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII . 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPl1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at Time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orlentaflon and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that speclfied. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise, © 2004 Mitek® Job Truss Truss Type City Ply Centex Homes, Model 1851 B X06.032 EJ3 MONOTRUSS 3 1 Job Reference optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 200 MiTek Industries, Inc. Mon Oct 30 15:04:27 2006 Page 1 o-0-0 oo-0 -i-0-0 k 2-" N 2-0-0 5.00 12 Scale =1:12. 1 3 1-e-7 040 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl - Lrd' PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.06 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.00 3-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2004lrP12002 (Matrix) Weight: 8lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc BOT CHORD 2 X 4 SYP No.2 puriins, except end verticals. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=83/0-3-8, 3=22/Mechanicml, 2=61/Mechanical Max Hoiz 4=69(load case 5) Max Uplift 4=3(load case 3), 3=-14(load case 5), 2=-52(load case 5) Max Gray 4=83(load rase 1), 3=36(load case 2), 2=61(load case 1) , FORCES (lb) - Maximum Compression/Maximum Tension - TOP CHORD 1-2=26/19, 1-4=-68/15 ' BOT CHORD 3-4=0/0 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf, Category II; Exp B; enclosed; MW FRS; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 4, 14 lb uplift at joint 3 and 52 lb uplift at joint 2. LOAD CASE(S) Standard Seng-Chai Tan, FL Lie #46765 345 Alhambra PL West Palm Beach, FL 33405 " MiTek Industries, Inc. FL Cert.#6634 October 30,2006 e WARNING -Verily design parameters a READ NOTES ON TWS AND REVERSE snots REFoim USE. 14515 N. Outer Forty, ..3 slgn valid for use any with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 pllcablllty of design parameters and proper Incorporation of component is responsiblllty of building designer- not truss designer. Bracing shown Chesterfield, MO 63017or lateral support of Individual web members only. Additional temporary bci ang to Insure stabliity during construction is the responsibility of the ector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding Io bricaton, quality control,storage, delivery, erecilon and bracing, consult ANSI/TPII Quality Criteria. DSB89 and BCSII Building ComponentMiTekfely Information available from Truss Plate Institute. 563 D'Onofrio Drive, Madison, VJI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on Joint unless x,y Damage or Personal Injury offsets are Indicated. 6-4-8 I dimensions shown in ft-in-sixteenths Dimensions are In ft-In-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI7. t 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,.z cza materials on Inadequately braced trusses. WEBS 4 3. Provide copies of this truss design to the building 2 O o designer, erection supervisor, property owner and all For 4 x 2 orientation, locate 5 c=i �,, o other Interested arties. p plates 0 - IN!' from outside O ,��' U 4. Cut members to bear tightly against each other. edge of truss. h a 5. Place plates on each face of truss at each Joint and embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPII. _ required direction of slots In 8 7 6 5 6. e suitably protected from slenvir gn assumes trusses lbwith connector plates. the environment in accord A SI/TPII 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available In MITek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design Is not applicable for THE LEFT, use with flre retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and Is the The first dimension Is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second Is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots, CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and In all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text In the bracing section of the 12. Top chords must be sheathed or purllns provided at '/✓�// output. Use T, I or Eliminator bracing spacing shown on design. If Indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no celling is Installed, unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur, Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section Indicates Joint approval of a professional engineer. number where bearings occura 16. Install and load vertically unless Indicated otherwise, Industry Standards: ral ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MITek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Pood Practice for Handling, Installing & Bracing of Metal Plate 1 © 2004 Mlteko Connected Wood Trusses. Job Truss Truss Type Oty Ply Centex Homes, Model 1851 B X06.032 EJ5 MONO TRUSS 1 1 Job Reference o tional Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 12005 MiTek Industries, Inc. n ct 30 15:04:27 2006 Page 1 000 s6 0 5U0 3 Scale -1:13. 5.00 12 &6 II 2 1 - 3.4 = 4 DID i-0-0 0-4-0 3-39 Plate Offsets XY : 2:0-1-11,0-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.15 Vert(LL) -0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.01 4-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.01 3 n1a n/a BCDL 10.0 Code FBC20041FP12002 (Matrix) Weight: 16 lb LUMBER BRACING ' TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc BOT CHORD 2 X 4 SYP No.2 pur ins. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=106/Mechanica1, 4=34/Mechanical, 5=304/0-8-0 Max Horz 5=94(load case 5) Max Uplift 3=70(load case 5), 5=131(load case 5) Max Grav 3=106(load case 1), 4=62(load case 2), 5=304(load rase 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=101/40, 2-3=66/31 BOT CHORD 1-5=0/94, 4-5=0l0 ' WEBS 2-5=246/149 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf, BCDL=3.Opsf, Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 701b uplift atjoint 3 and 131 lb uplift atjoint 5. LOAD CASE(S) Standard Seng-Chaff Tan, FL Lic #46765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 AI WARNING - Verify design parameters a" READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Ferry. Geslgn valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 pllccblllty of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown chesterfield, MO 63017 � Is for lateral support of Individual web members onN•Atltlttlonal temporary bracing to insure stability during construction is the responsibility of the e actor. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding Ic bricatlon, quality control, storage. delivery, erection and brocing, consult ANSI/TPII Quality Criteria, DSB89 and BCSII Building Component MiTek® 3 fety Information available from Truss Plate Institute. 583 D'Onohwl lo Drive. Madlson,53719- Symbols PLLATTTE�LLOCAATION AND ORIENTATION *Center plate joint unless xY offsets are Indicated. Dimensions are in ff-in-sixteenths. FE Apply plates to both sides of truss and securely seat. 0 cc * For 4 x 2 orientation, locate X plates 0 - r/i6" from outside edge of truss. P *This symbol Indicates the required direction of slots in connector plates. * Plate location details available In MTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing If indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but EV reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6.4-8 , dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTINGAT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A Rlffii� TEE-LOK AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII . 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each Joint and embed fully Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Deslgn assumes trusses will be suitably protected from the environment In accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. © 2004 Mitek® Job Truss Truss Type Oty Ply Centex Homes, Model all B X06-032 EJ7 MONOTRUSS 8 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon F N-M 15:04:27 2006 Page 1 a-0-0 -0-0 7-0-0 3 Scale =1:17 5.ao i2 36 II 2 LEI 3,4 — 20W60 -0 4 1-0 04-0 58e Plate Offsets X, 1:0-0-0.0-0-0 , 2:0-1-11 0-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/de8 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.04 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.11 4-5 >604 180 BCLL 10.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.04 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 22 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 puriins. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=174/Mechanical, 4=64/Mechanical, 5=386/0-8-0 Max Horz 5=131(load case 5) Max Uplift 3=-110(load case 5), 5=-149(load case 5) Max Grav 3=174(load case 1), 4=104(load case 2), 5=386(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-154157, 2-3=84/52 BOTCHORD 1-5=0/131, 4-5=0/0 - WEBS 2-5=-358/228 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; - MWFRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 3 and 149 lb uplift at joint 5. LOAD CASE(S) Standard Seng-Chaff Tan, FL Lic #46765 345 Alhambra PL West Palm Beach,FL 33405 MiTek Industries, Inc. FL Ced.#6634 October 30,2006 WARNDIG - Verijg design parameters asset READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, esign valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Suite #300 ppllcabllity, of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the e actor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding brication, quality control, storage, delivery, erection and brocing. consult ANSVIPll Quality Criteria, DSM9 and BCSII Building Component MiTek® S fety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, wl 53719. Symbols PLATE LOCATION AND ORIENTATION *Center plate Joint unless x Y offsets are Indicated. Dimensions are in ft-In-sixteenths. W W Apply plates to both sides of truss and securely seat. Q * For 4 x 2 orientation, locate O plates 0 - t/ra"from outside edge of truss. o FO *This symbol Indicates the required direction of slots in connector plates. * Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension Is the width Q X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in The bracing section of the output. Use T, I or Eliminator bracing if Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but EV reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE JOINT FARTHESTTO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII. 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of This truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. S. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11, Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise. © 2004 Miteke Jab ss Truss Type Oty Ply Centex Homes, Model 1851 B X06-032 FEJU7A MONO TRUSS 5 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. P*W, FI. 34946 6.300 s Dec 1 2005 MiTek Industries,21fT@!Mlon Oct 30 15:04:28 2006 Page 1 a6o soo 8 0.0 3 Style =1:19. 5.00 12 2 Lzi 4 2no-10 3.s II Goa as-0I s-0u 0� sa6 Plate Offsets my): 1:0-1-8 0-0-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.07 1-4 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.16 1-4 >437 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 3 n/a Na BCDL 10.0 Code FBC2004rfP12002 (Matrix) Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 pudins. SLIDER Left 2 X 4 SYP No.2 3-1-6 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=267/0-3-8, 3=208/Mechanical, 4=59/Mechanical Max Harz 1=131(load Case 5) Max Uplift 1=-58(load Case 5), 3=140(load Case 5) Max Grav 1=267(load case 1), 3=208(load case 1), 4=119(load rase 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-84/0, 2-3=64/63 BOT CHORD 1-4=0/0 - NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MWFRS; Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 2) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 Ib uplift at joint 1 and 140 lb uplift at joint 3. LOAD CASE(S) Standard Seng-Chaff Tan, FL Uc #46765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 WASNWG - Vergy design parameters and READ NOTES ON THIS AND E %ssRSE SWE nEFOEE OSE. 14515 N. Outer Party, Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Ls for an IndNidual building component. Suite #300 plicoblllty of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesterfiield, MO 63017 fal Is r lateral support of Individual web members only.Addi tonal temporary bracing to Insure stability during construction is the responsibility of the e ector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding brlcallon, quality control, storage, delivery, erection and bracing. consult ANSIrIPN Quality Criteria, DSM9 and BCSII Building Component S rely Information mailable from Truss Plate Inst#uWI te, 5B3 D'Onofrlo Drive, Madison, 63719. MiTek® Symbols PLATE LOCATION AND ORIENTATION * Center plate joint unless x,Y offsets are Indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 0 - r/rd' from outside edge of truss. *This symbol indicates the required direction of slots in connector plates. * Plate location details available in MTek 20/20 software or upon request. The first dimension Is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicated by symbol shown and/or by text in The bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but IV reaction section indicates Joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide To Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6.4.8 , dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A BEN- TEE-LOK nw-■ovo AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII . 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each Joint and embed fully. Knots and wane at Joint locations are regulated by ANSI/rPl1. 6. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. 14, Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer, 16. Install and load vertically unless Indicated otherwise. © 2004 Mitek® Job Truss Truss Type City Ply Centex Homes, Model 1851 B X06-032 EXP MONOTRUSS 3 1 Job Reference o tional Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon F9l4mS0 15:04:28 2006 Pagel 060 7-0-0 7-.a 3 Scale =1:17. 5.00 F12 3z5 II 2 1 3z4 — 2F 30 4 1-0-0 iti-)2 74)-0 1-0-0 0-1-12 Plate Offsets X 1:0-0-0,0-0-0 , 2:0-1-10,0-0-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.12 4-5 >574 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.13 4-5 >523 180 BCLL 10.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.04 3 n/a We BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 22 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 pudins. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Iblsize) 3=182/Mechanical, 4=69/Mechanical, 5=374/0-3-8 Max Horz 5=131(load Case 5) Max Uplift 3=124(load Case 5). 4=91(load Case 5). 5=-239(load case 5) Max Grav 3=182(load case 1), 4=109(load case 2), 5=374(load Case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=141/60, 2-3=86/54 BOT CHORD 1-5=-0/131, 4-5=0/0 - WEBS 2-5=-371/181 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MWFRS; Cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girders) for truss to truss Connections. 4) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 3, 91 lb uplift at joint 4 and 239 lb uplift at joint 5. LOAD CASE(S) Standard Seng-Chaff Tan, FL Lic #46765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 WARNWD - VerVjy design parameters arrd READ NOTES ON TRES AND REVERSE SIDE BEFORE OSE. 14515 N. Outer Forty, design valid for use only with.MBek connectors. This design Is based only upon parameters shown, and is for an individual bultling component. Suite #300 oblllty of design parameters and proper Incorporation of components responslbllBy of building designer-nothuss designee Bracing shown Chesterfield, MO 63017 or lateral support of IndMdual web members only Additional temporary bracing to Insure stability during coruhudlon Is fhe responsibility of the eMor. Additonal permanent bracing of 111a overall stNChlre Is Me responsibility of the building designer. For general guitlanae regarding fipf b rlcation, quality confro6 storage, delivery, eredlon and bracing, consult ANSI/IPII Buallt Criteria, DSB89 and BC511 Builtling Component fat Ir lormofon available from Truss Plot. Institute, 583 D'On.w. DrNe, Madson, WI W719. I Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ -101 is/a *Center plate joint unless x,y Damage or Personal Injury roffsets are Indicated. 6I 4-8 1 dimensions shown in ft•in-sixteenths Dimensions are in ft-In-sixteenths. Ee Apply plates to both sides of truss I�'—II 1. Additional stability bracing for truss system, e.g. diagonal and securely seat, or X-bracing, is always required. See BCSII. 0-Vie 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 02a 11 materials on Inadequately braced trusses. � 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all *For 4 x 2 orientation, locate & w, 3s 0 ;XZ other Interested parties. Plates 0 - t/ts" from outside o ,��" U 4. Cut members to bear tightly against each other. edge of truss. F- o. 5. Place plates on each face of truss at each joint and 07' `7 csa embed fully, Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/rPI1. _ required direction of slots In 8 7 6 5 6. assumes trusses suitably tected from slenviron bwith connector plates. the environment in accorgn d ANSI/TPI1e * Plate location details available In MRek 20/20 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber Is a non-structural consideration and Is the The first dimension Is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all /S Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that speclfied. by text In the bracing section of the 12. Top chords must be sheathed or purlins provided at '/✓�// output. Use T, I or Eliminator bracing spacing shown on design. If Indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling Is Installed, unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15, Do not cut or alter truss member or plate without prior reaction section Indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless Indicated otherwise. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction, M ITek® DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Miteke Connected Wood Trusses. Job Truss Truss Type Qty Ply Centex Homes, Model 1651 B XO6.032 !El GABLE 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:28 2006 Page 1 o-D o a-¢1z 19-741 9 S12 3912 Style =1:31. 4x6 = 5 5.00 12 4 6 3 7 2 B S 3z4 4 5z5 = 3z4.� 0-0-0 1s.7-6 1s.7-6 Plate Offsets X Y : 13:0-2-8,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 10.0 Rep Stress [nor YES WB 0.03 Horz(TL) 0.00 9 n/a We BCDL 10.0 Code FBC2004ffP]2002 (Matrix) Weight: 80 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 pudins. OTHERS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=117/19-7-8, 9=117/19-7-8, 13=167/19-7-8, 14=190/19-7-8, 15=141/19-7-8, 16=285/19-7-8, 12=190/19-7-8, 11=141/19-7-8, 10=285119-7-8 Max Horz 1=62(load rase 5) Max Uplift 1=-26(load case 6), 9=24(load case 6), 14=81(load case 5), 15=61(load case 5), 16=121(load case 5), 12=-80(load rase 6), 11=61(load case 6), 10=121(load rase 6) Max Grav 1=117(load case 1), 9=117(load case 1), 13=167(load case 1), 14=195(load case 7), 15=141(load case 1), 16=285(load rase 7), 12=195(load case 8), 11=141(load case 1), 10=285(load case 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=66/37, 2-3=45/62, 3-4=-36/86, 4-5=-38/110, 5-6=38/104, 6-7=-36/63, 7-8=-45/34, 8-9=-49137 BOT CHORD 1-16=0/58, 15-16=0/58, 14-15=0/58, 13-14=0/58, 12-13=0/58, 11-12=0/58, 10-11=0/58, 9-10=0/58 WEBS 5-13=-129/0, 4-14=-151/92, 3-15=-117/76, 2-16=-206/125, 6-12=-151/91, 7-11=-117f76, 8-10=-206/125 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf,, BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 4) All plates are 1.5x4 MT20 unless otherwise indicated. - 5) Gable requires continuous bottom chord bearing. '6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 1, 24 lb uplift at joint 9, 81 lb uplift at joint 14. 61 lb uplift at joint 15, 121 lb uplift at joint 16, 80 lb uplift at joint 12, 61 lb uplift Seng-Chaff Tan, FL Lic #46765 at joint 11 and 121 lb uplift at joint 10. 345 Alhambra PL West Palm Beach, FL 33405 LOAD CASE(S) Standard MiTek Industries, Inc. FL Cert.#6634 October 30,2006 A WAR G - VerVfy design parvmerem ai W frEAO NOrE9 ON THIS AND REVERSE SIRE BEFORE USE. 14515 N. Outer Forty, geslgn void for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual bullding component. Suite #3Do cobllity of deign parametersond proper incorporation of component is responslblltly of bulltlingdesigner-not trussde signerBracingshownChesterfieltl, M063o17 orlateral supportofindividualweb members oNyAddBlonaltemporary bracingtoinsure stabiityduringconshuctlonIsthe responsT'tyofthe Jp1.1 ctar.Additional permanent bracingoftheveallstructureIsthe-sponsibliity of the bulltling designerFor general guidance regardingaation,quality controlstragedelivery,rtionand bracingconsultANSI/TPIIH.11tyCriteria,DS839and BCSIIBu11dingComponent MiTek ety Intormatlon avaliable tram Truss Plate Institute, 5M D'Onofrio Nye, Madison. WI 53719. Symbols PLATE LOCATION AND ORIENTATION *Center plate joint unless x,Y offsets are Indicated. Dimensions are In ff-In-sixteenths. Apply plates to both sides of truss and securely seat. 0 * For 4 x 2 orientation, locate O plates 0 - Vie'from outside o edge of truss. r *This symbol indicates the required direction of slots in connector plates. * Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing ell If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but EV reaction section indicates joint number where bearings occur. Industry Standards: ANSI1TPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 r dimensions shown in ft-in-sixteenths BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS . BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A n TEE LLOK AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII. 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building o designer, erection supervisor, property owner and all other Interested parties. 0 U 4. Cut members to bear tightly against each other. a 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that speclfled. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no celling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. © 2004 Mitek® Job Truss Truss Type Qty Ply Centex Homes, Model 1851 B X06-032 GE2 GABLE 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 30 15:04:28 2006 Page 1 oao 3-0-12 6-1.8 1 1 1 3 12 3-0 12 4z6 = scale =1:11 2 5.00 12 3 1 0-0-0 1.5x4 II 8.1.8 6-" LOADING (psf) SPACING 2-0-0 CS] DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 10.0 Rep Stress Ina YES WB 0.01 HOrz(TL) 0.00 3 We n/a BCDL 10.0 Code FBC20041TP12002 (Matrix) Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=104/6-1-8, 3=104/6-1-8, 4=212/6-1-8 ' Max Horz 1=16(load rase 5) Max Uplift 1=39(load case 5), 3=-42(load case 6), 4=41(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=38/24, 2-3=-38/17 BOT CHORD 1-4=0/12, 3-4=0/12 WEBS 24=-154/58 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf, BCDL=3.Opsf; Category 11; Exp B; enclosed; MWFRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 1, 42 lb uplift at joint 3 and 41 lb uplift at joint 4. LOAD CASE(S) Standard Seng-Chaff Tan, FL UC 046765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. - FL Ced.#6634 October 30,2006 WARNWO - ver/fy design parameters and READ NOTES ON THIS AND REVERSE HIDE BEFORE USE. 14515 N. Outer Forty, A Design valid for use only win MBek connectors. This design Is based only upon parameters shown, and Is for an individual budding component. Suite #360 pllcability, of design parameters and proper incorporation of component is responslbllityof budding designer- not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members only Additional temporary bracing to Insure stability during construction is the responsibility of the e ector. Additional permanent bracing of the overall structure Is the responslbllBy of the building designer. For general guidance regarding bricallom quoin control, storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB419 and BCSII Building Component MiTek® 5 fety, Information available from Truss Plate Institute. 5113 D'Onofrio Drive, Madison. WI 53719. Symbols. PLATE LOCATION AND ORIENTATION *Center plate joint unless xy offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0-yrd' * For 4 x 2 orientation, locate For O 0 - 1/16" from outside a edge of truss. This symbol Indicates the required direction of slots in connector plates. * Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension Is the width 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text In the bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Industry Standards: ANSI/TPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 , dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS B 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A iOM� TEE-LOK WNWOM ■SM" k AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See BCSII . 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building o designer, erection supervisor, property owner and all other Interested parties. 0 U 4. Cut members to bear tightly against each other. Q. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPl1. 6. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPIi. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purllns provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no calling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16, Install and load vertically unless Indicated otherwise. © 2004 Mitek® Job Truss Truss Type Oly Ply Centex Homes, Model 1851 B X06-032 HJ3 MONOTRUSS 2 1 Jo ference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek n tries, Inc. Mon Oct 30 15:04:28 2006 Page 1 oao pao 2-915 2-915 3.54 12 Swle -1:12 1 3 1-a-e 0 P40 2$15 2-a-15 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.11 Vert(LL) 0.01 3-4 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.01 3-4 >999 180 BCLL 10.0 Rep Stress Ina NO WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC20041TP12002 (Matrix) Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc BOT CHORD 2 X 4 SYP No.2 purlins, except end verticals. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=86/Mechanical, 4=136/0-11-5, 3=32/Mechanicel Max Horz 4=35(load rase 3) Max Uplift 2=58(load case 3), 4=119(Ioad case 6), 3=46(load case 3) Max Gray 2=86(load case 1), 4=136(load case 1), 3=51(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension - TOP CHORD 1-2=-27/19, 1-4=-115/85 , BOT CHORD 3-4=0/0 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MWFRS; cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 2, 119 lb uplift at joint 4 and 46 lb uplift at joint 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 19 lb down and 33 lb up at 0-1-12, and 19lb down and 33 lb up at 0-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Seng-Chaff Tan, FL Lic #46765 Uniform Loads (plf) 345 Alhambra PL Vert: 1-2=70, 3-4=-20 West Palm Beach, FL 33405 Concentrated Loads (lb) MiTek Industries, Inc. Vert: 1=-18(F=-9, B=-9) FL Cert.#6634 October 30,2006 WARNMG - VertfH design paramet and READ NOTES ON TIUS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, eslgn valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Indlvldual bullding component. Suite #300 ppllcabil0y, of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesterfield, MO 63017 for lateral support of IndMdual web members only.AddRlonal temporary bracing to Insure stability during construction is the responsibility of the actor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guldance regarding f brication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DS889 and BCSII BulldIng Component MiTek® s fetyalInformation afrom Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property . 1��° *Center plate joint unless x,y Damage or Personal Injury offsets are Indicated. 6r 4-e r dimensions shown in ft-in-sixteenths Dimensions are In ft-in-slxteenths. FE Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSII . t 8 TOP CHORDS 2. Never exceed the design loading shown and never stack c,.z cza \ materials on Inadequately braced trusses. o WEBS 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate ? 5 S ' ¢ other Interested parties. plates 0 - 1/16' from outside a. ,��° U 4, Cut members to bear tightly against each other. edge of truss. F- a 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol Indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably Protected from connector plates. the environment In accord with ANSIJTPII, * Plate location details available In MiTek 20/20 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design Is not applicable for THE LEFT, use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber Is a non-structural consideration and is the The first dimension Is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second Is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text In the bracing section of the 12. Top chords must be sheathed or purllns provided at output. Use T, I or Eliminator bracing spacing shown on design. If Indicated, ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, If no ceiling Is Installed, unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) Occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section Indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: MH ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITek® DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, �'�'►� Installing & Bracing of Metal Plate © 2004 Welke Connected Wood Trusses. Job Truss Truss Type City Ply Centex Homes, Model 1851 B X06-032 His MONOTRUSS 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 30 15:04:29 Page 1 000 3-10.5 7-0 14 3-im 32 6 Stile=1:13 3.54 12 6 3x6 II 2 1 3A = 7 4 1-5-0 1-10.10 7-0-14 r 1-5A 0311 5.2i Plate Offsets X Y : 2:0-1-9 0-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.03 4-5 >999 180 BCLL 10.0 Rep Stress Incr NO W B 0.03 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 22 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 puriins. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=118/Mechanical, 4=42/Mechanical, 5=387/0-11-5 Max Horz 5=93(load case 3) - Max Uplift 3=77(load case 3), 5=193(load case 3) Max Gray 3=118(load rase 1).4=61(load case 2), 5=387(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=99/37, 2-6=40/0, 3-6=26/23 BOT CHORD 1-5=0/93, 5-7=0/0, 4-7=0/0 - WEBS 2-5=283/191 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=1511; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MW FRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 3 and 193 lb uplift at joint 5. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)11 lb down and 42 lb up at 4-3-11, and 11 lb down and 42 lb up at 4-3-11 on top chord, and 29 lb up at 4-3-11, and 29 lb up at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Seng-ChaiTan, FL Lia #46765 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 345 Alhambra PL Uniform Loads (plf) West Palm Beach, FL 33405 Vert: 1-3=-70, 1-4=-20 MiTek Industries, Inc. Concentrated Loads (lb) FL Cert.#6634 Vert: 6=84 F=42 B=42 October 30,2006 A W21RNWG - Verfjy design parameters and READ NOTES ON TIDS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, D sign valid for use only with MBek connectors. This design Is based any upon parameters shown, and Is for an Individual building component. Suite #300 am A pllcablllty of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesterfield, MO 63017 � Is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the ei actor. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fc brlcallon, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-B9 and BCSII Building Component S lefy Information available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison. WI 63719. I Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate joint unless x,y Damage or Personal Injury offsets are Indicated. 6-4-8 ' dimensiohs shown in ft-in-sixteenths Dimensions are in ft-in-slxteenths. Apply plates to both sides of truss II II 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSII. t TOP CHORDS S 2. Never exceed the design loading shown and never stack c,.: materials on Inadequately braced trusses. WEBS 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate ? 6 �3 ,r' ¢ other Interested parties. plates 0 - 1/16" from outside a0 ,�� = 4. Cut members to bear tightly against each other. edge of truss. t-- a 5. Place plates on each face of truss at each joint and c>a cea css I embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol Indicates the regulated by ANSI/TPII. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates, the environment in accord with ANSI/TPl * Plate location details available In Welk 20/20 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHESTTO 8. Unless expressly noted, this design Is not applicable for THE LEFT. use with flre retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber is a ndn-structural consideration and Is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second Is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and In all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text In the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. If Indicated. ICBO 492Z 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, If no ceiling Is Installed, unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless Indicated otherwise. Industry Standards: ANSI/TPI l: National Design Speclflcatlon for Metal Plate Connected Wood Truss Construction. MITek® DSB-89: Design Standard for Bracing, BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. Job ss Truss Type Oty Ply Centex Homes, Model 1851B X06.032 FHJ7 MONOTRUSS 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Man Oct 30 15:04:29 2086-3Page.1 o-00 5-11-2 9.10-13 5.11-2 3.11-11 4 Scale =1:18. 3.54 F12 10 3 9 3.6 II 2 77 7 12 62", 0-0O 1S 4 II. t 1-5-0 5 15 9-10-13 11-10.10 --1 l 1-5-0 0511 3.10-6 4-1-14 Plate Offsets X Y : 1:0-0-0 0-0-0 , 2:0-1-9,0-0-0 3:0-0-0 0-0-0 LOADING lost) SPACING 2-0-0 CS] DEFL in (too) i Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0.03 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.07 6-7 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.12 Horz(TL) -0.04 4 n/a n/a BCDL 10.0 Code FBC20041TP12002 (Matrix) Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. - WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=149/Mechanical, 6=233/Mechanical, 8=521/0-11-5 Max Horz 8=131(load case 3) Max Uplift 4=82(load case 3), 6=78(load case 3), 8=238(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=376185, 2-9=428/113, 3-9=-404/122, 3-10=-56/1, 4-10=-28/34 BOT CHORD 1-8=77/372, 8-11 =1 711372, 7-11 =1 71/372, 7-12=-171/372, 6-12=171/372, 5-6=0/0 WEBS 3-7=0/117, 3-6=409/188, 2-8=300/164 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); 11=1511; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MWFRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 2)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 4, 78 Ito uplift at joint 6 and 238 lb uplift at joint 8. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)11 Ib down and 42 lb up at 4-3-11, 11 Its down and 42 lb up at 4-3-11, and 36 to down and 42 lb up at 7-1-10, and 36 lb down and 421b up at 7-1-10 on top chord, and 22 lb down at 7-1-10, 221b down at 7-1-10, and 291b up at 4-3-11, and 291b up at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Seng-ChaiTan, FL Lie #46765 Standard 345 Alhambra PLer Increase=1.25, Plate Increase=1.25 West Palm Beach, FL 334D5 (plf) MiTek Industries, Inc. L LniformLoads -4=-70,1-5=20FL Ced.#6634 Loads(lb) October 30,2006 I WARNING - Wryy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE ME. 14615 N. Outer Forty, �® esign valid for use only with M6ek connectors. This design Is based only upon parameters shown, and Is for on Individual building component. Suite #300 pllcabllity of design parameters and proper incorporation of component is responsibility of building designer- nottruss designer. Bracing shown Chesterfield, MO 63017 I for lateral support of Individual web members onlyAddiflonal temporary bracing to Insure stability during construction Is the responsibility of the rector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding brication, quality control storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSBA9 and BCSII Building Component MiTek® 6 rely Information avollable from Truss Plate Institute. 583 D'Or io Ddve. Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION *Center plate Junless xY offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0e1/16" cc O * For 4 x 2 orientation, locate X plates 0 - /ra"from outside edge of truss. R *This symbol indicates the required direction of slots in connector plates. * Plate location details available In MTek 20/20 software or upon request. 7WAT*I _� The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but IV reaction section Indicates Joint number where bearings occur. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 r dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A Wn n 09dl► TEE-LOK AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII . 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be sultably protected from the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise. © 2004 Mitek® Job Truss Truss Type Oly Ply Centex Homes, Model 1851 B X06-032 HJ7A MONOTRUSS 2 1 Job Reference o tional Universal Forest Product9ft. E359, Ft. Pierce, FI. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 3021&03:29 2006 Page 1 0-00 482 &S13 462 3-11-11 4 Scale=1:19. 3.54 12 9 3 8 2 1 10 7 11 6 5 1.5x4 II 2-10-12 3.6 II o-00 0810�4315�88-133 05-10 3.103 4-1-14 Plate Offsets X Y : 1:0-2-4,0-1-10 LOADING (psl) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.01 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.04 6-7 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.17 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 37 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. -- WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2 X 4 SYP No.2 2-0-13 REACTIONS (lb/size) 1=354/0-3-8, 4=139/Mechanical, 6=283/Mechanical Max Horz 1=131(load case 3) Max Uplift 1=108(load case 3), 4=76(load case 3). 6=105(loadbase 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=600/161, 2-8=538/167, 3-8=562/180, 3-9=-59/2, 4-9=26/32 BOT CHORD 1-10=-246/527, 7-10=-246/527, 7-11=-246/527, 6-11=246/527, 5-6=0/0 WEBS 3-7=0/190, 3-6=580/271 NOTES 1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B: enclosed; MWFRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 1, 76 Ito uplift atjoint 4 and 105 lb uplift atjoint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 42 lb up at 4-3-11, 11 lb down and 42 lb up at 4-3-11, and 36 lb down and 42 lb up at 7-1-10, and 36 lb down and 42111, up at 7-1-10 on top chord, and 22 lb down at 7-1-10, 22 lb down at 7-1-10,-and 29 lb up at 4-3-11, and 29 lb up at 4-3-11 on bottom chard. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Seng-Chaff Tan, FL Lic #46765 345 Alhambra PL LOAD CASE(S) Standard West Palm Beach, FL 33405 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 MiTek Industries, Inc. Uniform Loads (plf) FL Cert.96634 • Vert: 14=70, 1-5=20 October 30,2006 - ��F.$g17VI1pI§7e(JPa>�,ylgAbalj9lpE BEFORE USE. 14515 N. Outer Forty, sign valid forum onlymil MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite k3o0 plicabllity of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesterfield, M063017 IWAIMMO or lateral support of individual web members only Addillonaltemporary bracing to Insure stabliity during construction Is the responsibility, of the actor. Additional permanent bracing of the overall structure Is the responslbllity of the building designer. For general guldonce regarding bricotlon, quality control, storage, delivery, erection and bracing, consult ANSIMI Quality Criteria, DSB89 and BCSII Building Component MiTek s lety Information available from Truss Plate Institute, 5W D'Onoffio Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION Il 1131,4 *Center plate on joint unless xy J offsets are Indicated. 1-��1'J Dimensions are in ft-in-sixteenths. W W Apply plates to both sides of truss and securely seat. cc r��*!Foi O 4 x 2 orientation, locate tes 0 - 1/16" from outside o edge of truss. *This symbol Indicates the required direction of slots in connector plates. * Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but EV reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4.8 , dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII . 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully Knots and wane at joint locations are regulated by ANSI/TP11. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purllns provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no telling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise. © 2004 Mitek® Jab Truss Truss Type City Ply Centex Homes, Model 1851 B X06.032 HJ7P MONO TRUSS 1 1 I Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 30 15:04:29 26W Page 1 o-a a &11.2 9-10-1a btt-2 311-11 3 Scale =1:19. 3.54 12 3 2 1 9 6 10 54 1.5x4 11 20 2 0o e.6 II 1-sa N 5-11-2 9-10-13 1d0 az-e 4a-11 3-11-11 Plate Offsets X Y : 1:0-3-10 0-0-3 , 1:0-1-5,1-5-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.61 Vert(LL) 0.07 1-6 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.07 1-6 >999 180 BOLL 10.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 puriins. - WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing. WEDGE Left: 2 X 4 SYP No.2 REACTIONS (lb/size) 3=119/Mechanical, 5=377/Mechanical, 1=419/0-4-15 Max Horz 1=131(load case 3) - Max Uplift 3=69(load rase 3), 5=-351(load case 3), 1=324(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-817/593, 2-7=-727/603, 2-8=-69/6, 3-8=-23/26- BOT CHORD 1-9=665/735, 6-9=-665/735, 6-10=-665/735, 5-1 O=665/735, 4-5=0/0 WEBS 2-6=2151246, 2-5=808/732 NOTES 1) Wind: ASCE 7-02: 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MW FRS; cantilever left and right exposed ; parch left exposed; Lumber DOL=1.60 plate grip DOL=1160. 2) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 3, 351 Ib uplift at joint 5 and 324 lb uplift at joint 1. Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3111, down and 27lb up at 4-3-11, 3lb down and 27 lb up at 4-3-11, and 45 Ib down and 51 lb up at 7-1-10, and 45 lb down and 51 �6) lb up at 7-1-10 on top chord, and 0lb down and 18 lb up at 4-3-11. 0lb down and 18lb up at 4-3-11, and 28111, down and 24 lb up at 7-1-10, and 28111, down and 24111, up at 7-1-10 on bottom chord. The design/selection of such Seng-Chaff Tan, FL Lie #46765 connection device(s) is the responsibility of others. 345 Alhambra PL 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). West Palm Beach, FL 33405 MiTek Industries, Inc. LOAD CASE(S) Standard FL Cert.#6634 1 Re ular: Lumber Increase-1.25 Plate Increase=1.25 October 30,2006 WARNING - VBi!j9p@.fg70p4r4inWm aM READ NOTES OF TRIS AND REVERSE HIDE BEFORE USE. sigrll�gy k This design 14615 N. Outer Forty,% Suite #300 �y0wdi& connectors. Is based only upon parameters shown, and Is for an Individual building component. plic I o nga(r�f{1eI1 S,a rin ro�pn of c9 n fjue;[�or}Sl�blyty otpullQi1 gdeSlgpGS npt�truss designer. Bracing shown Chesterfield. MO 63017 � Is for lateralsup rsl�if tlLfiLi29Fia14/etfttt6dlbEiS-oi�ftlASdhlbrlB—Y( ary'A6i6LIhp'iBil9alb dfdbTT�kfurTn� Sir,Sc4ibn is the responsibility ofthe e actor, Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery erection and bracing. consult AN51/TPII Quality Criteria, DSB-89 and BCSII Building Component lely Information available from Truss Plate Institute, 5S3 D'Onofrio Drive. Madison. M 53719. ITe Symbols PLATE LOCATION AND ORIENTATION l'Tl� 13/, *Center plate on joint unless x,y offsets are indicated. 1�r Dimensions are in ff-in-sixteenths. W W Apply plates to both sides of truss and securely seat. 0 ir * For 4 x 2 orientation, locate � plates 0 - /ra"from outside edge of truss. R *This symbol Indicates the required direction of slots In connector plates. * Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text In the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but EV reaction section Indicates joint number where bearings occur. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g, diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A I or less, if no celling is Installed, unless otherwise noted. n TEE-LOK 14. Connections not shown are the responsibility of others. 15, Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. © 2004 Mitek® Jab Truss Truss Type Oty Ply Centex Homes, Model 1851 B X06.032 P1301 VALLEY 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 30 15:04:29 2006 Page 1 a-oo 33-7 _ 68-14 I 337 3 7 4.6 = Scale =1:12. 3 5.00 12 4 2 5 IW 0-0-0 1.5x4 11 6614 66-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 10.0 Rep Stress Ina YES W B 0.01 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2004ffP12002 (Matrix) Weight: 18 lb LUMBER BRACING _ TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. OTHERS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size) 1=-20/6-6-14, 5=20/6-6-14, 2=195/6-6-14, 4=195/6-6-14, 6=175/6-6-14 Max Horz 1=20(load case 5) Max Uplift 1=-20(load case 1), 5=20(load case 1), 2=95(load Case 5), 4=91(load case 6), 6=23(load case 5) Max Gray 1=27(load case 5). 5=19(load case 6), 2=195(load case 1), 4=195(load case 1), 6=175(load case 1) FORCES (lb) - Maximum CompressiordMaximum Tension TOP CHORD 1-2=28/31, 2-3=-43/28, 34=43/21, 4-5=7/31 BOT CHORD 2-6=0/20, 4-6=0/20 WEBS , 3-6=-120/40 , NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.0psf; Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) "This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 Ib uplift atjoint 1, 20 lb uplift at joint 5, 95 lb uplift at joint 2, 91 lb uplift at joint 4 and 23 lb uplift at joint 6. 7) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard Seng-Chaff Tan, FL Lic #46765 1 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cad.#6634 October 30,2006 A WARNW6 -Verify design pct n ,em and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. 14515 N. Outer. Forty, r• �® D sign valid for use only with MOek connectors.This design Is based only upon parameters shown, and Is for an individual building component. Suite #300 A pllcobllity of design parameters and proper incorporation of component is responsibility of building designer- nottruss designer. Bracing shown Chesterfield, MO 63017 Is or lateral support of Individual web members onlyAddlional temporary bracing to Insure stability during construction Is the responsibility of the eactor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fc rlcation, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB89 and BCSII Building Component Sirely Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION *Center plate Joint unless xY offsets are Indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. O * For 4 x 2 orientation, locate plates 0 - 1/16" from outside a edge of truss. o *This symbol Indicates the required direction of slots in connector plates. * Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension Is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text In the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFr. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A r, �dl► TEE=LOK ■ SC210 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII . 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise. © 2004 Mitek® Job Truss Truss Type Oty Ply Centex Homes, Model 1851 B X06.032 PB02 GABLE 1 2Job Reference o tional Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 is Dec 1 2005 Mi fek Industries, Inc. Mon Oct 3016:04:30 2006 Page 1 0 60 -1-0-o Sao sso 7-ao I I 1-0-0 330 330 1-0.0 ' awle =1:15 4x6— 3 5.00 F12 4 2 5 Ili 9 0 66 0 66-0 Plate Offsets X Y : 1:0-2-2 0-0-12 , 5:0-2-2,0-0-12 , 6:0-1-8,0-0-12 , 8:0-1-8,0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.04 Vert(LL) -0.00 4 n/r 120 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 4 n/r 90 BCLL 10.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 60 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 pudins, except end verticals. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.2 REACTIONS (lb/size) 9=0/6-6-0, 10=0/6-6-0, 7=254/6-6-0, 8=233/6-6-0, 6=233/6-6-0 Max Harz 9=46(load case 5) Max Uplift 7=45(load case 5), 8=129(load case 5), 6=130(load case 6) Max Grav 7=254(load case 1), 8=235(load rase 7), 6=235(load case 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD - 8-9=0/0, 2-8=-207/142, 1-2=0/31, 2-3=-84/38, 3-4=-84/47, 4-5=0/31, 6-10=010, 4-6=207/139 BOT CHORD 7-8=-13/47, 6-7=13/47 WEBS 3-7=-187165 NOTES 1) 2-ply truss to be connected together with IOd (0.131"x3") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9.0 oc. - Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (6) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psF, BCDL=3.Opsf; Category 11; Exp B; enclosed; MWFRS; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 5) `This truss has been designed for a 10.0 psf bottom chard live load nonconcurrenl with any other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. Seng-chaff Tan, FL Lie#46765 7) Gable requires continuous bottom chord bearing. 345 Alhambra Pl. 8) Bearing at joint(s) 9, 10. 8, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building West Palm Beach, FL 33405 designer should verify capacity of bearing surface. MiTek Industries, Inc. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 Ito uplift atjoint 7, 129 FL Cert.W6634 lb u lift atjoint 8 and 130 lb uplift at -oint 6. October 30,2006 A WAR v - Verify design parameters aM READ NOTES ON TWS AND REVERSE SIDE EEFOEE USE. 14515 N. Outer Forty, D y �@�I gr @�pl +putp,tlq k connectors. This design Is based only upon parameters shown, antl Is for an inclAduai building component. Suite Il3o0 A pllcbbilltybfHeslgd p�ia`meYe�r�s and proper Incorporation of componenlls responsibility of building designer -not buss designer. Bracing shown Chesterfield, M063017 El Is or lateral support of individual web members only. Additional temporary bracing to Insure stability during construction 6 the responslblllty of the ei 9ctor. Additional permanent bracing of the overall structure is the responslblilty, of the building designer. For general guidance regarding ic ricalion, quality control, storage, delivery, erection and bracing, consult ANSI/TP1I Quality Criteria, DSB-89 and BCSII Building Component MiTek® Screly Information available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property f 13/, *Center plate joint unless x y Damage or Personal Injury offsets are indicated. II 6-4-8 dimensions shown in ft-in-sixteenths IWn{J\Wc Dimensions are in ff-In-sixteenths. III 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X-bracing, is always required. See BCSII. and securely seat. t 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cza 11 materials on Inadequately braced trusses. o WEBS c, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate 6 w, gr' ; Ir other Interested parties. plates 0 -'/ra" from outside a0 $ � 4. Cut members to bear tightly against each other. edge of truss. F a 5. Place plates on each face of truss at each joint and "-a `7 c" Oo- embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol Indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes Trusses will be suitably protected from connector plates. -t the environment In accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available In MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design Is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber Is a non-structural consideration and Is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second Is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no calling is installed, unless otherwise noted. BEARING Indicates location where bearings 14, Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior EV reaction section indicates joint approval of a professional engineer. number where bearings occur. 16, Install and load vertically unless Indicated otherwise. .a Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeI(® DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Miteko Connected Wood Trusses. Job Truss Truss Type Oty Ply Centex Homes, Model 1851 B X06-032 PB03 GABLE 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:30 2006 Page 1 ao-a -1-0-0 3-30 s.so 7E too a-ao 3so too 4zfi = Style = 7:18. 3 5.no 12 a 2 s 1 1 12 f- s 10 s-so ss9 Plate Offsets X Y : 1:0-2-2,0-0-12 , 5:0-2-2 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lld PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.00 5 nlr 90 BCLL 10.0 Rep Stress Inns YES WB 0.02 Horz(TL) -0.00 9 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins, except end verticals. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing. OTHERS 2 X 4 SYP No.2 REACTIONS (Ib/size) 9=0/6-6-0, 10=0/6-6-0, 8=29/6-6-0, 6=29/6-6-0, 7=265/6-6-0, 11=198/6-6-0, 12=198/6-6-0 Max Horz 11=46(load case 5) Max Uplift 7=45(load case 5), l l=-140(load case 5), 12=150(load case 6) Max Grav 8=57(load case 2), 6=57(load case 2), 7=265(load case 1), 11=202(load case 7), 12=202(load case 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 8-9=0l0, 8-11=-0/0, 2-11=202/140, 1-2=0/31, 2-3=-64/65, 3-4=-64/56, 4-5=0/31, 6-10=0/0, 6-12=0/0, 4-12=202/150 BOT CHORD 7-8=5/26, 6-7=-5/26 WEBS 3-7=-200/66 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 3) `This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Bearing atjoint(s) 9, 10, 8, 6, 11, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 In uplift atjoint 7, 140 Ib uplift atjoint 11 and 1601b uplift atjoint 12. Seng-Chaff Tan, FL Lic #46765 8) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 7. 345 Alhambra PL West Palm Beach, FL 33405 LOAD CASE(S) Standard MiTek Industries, Inc. FL Cert.#6634 October 30,2006 A WARNING - Verify Qesign parameters and READ NOTES ON TWS AND EE VERSE SIDE BEFORE USE. 14515 N. Outer Forty, Suite #300 E 9slgn valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. ppllcablllty of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesterfield, MO 63017 mile Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the actor. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding f brication, quality control, storage, delivery, erection and bracing. consult ANSI/1PIl Quality Criteria, DSB-89 and BCSII Building Component MiTek® S WI fety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property *Center plate joint unless xy Damage or Personal Injury offsets are Indicated. 6r 4.8 r dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI1. t TOP CHORDS 3 2. Never exceed the design loading shown and never stack c,.z rza \ materials on Inadequately braced trusses. WEBS c4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate >' o ?N other Interested parties. plates 0 - I/I6" from outside (L V 4. Cut members to bear tightly against each other. edge of truss. H r1 5. Place plates on each face of truss at each joint and cra "-, cee embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated byANSI/TPII. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment In accord with ANSI/TPI7. * Plate location details available In Miiek 20/20 7. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second Is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and In all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no calling is Installed, unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior EV reaction section Indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless Indicated otherwise. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. MITek® DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type QN Ply Centex Homes, Model 1851 B X06-032 F12 VALLEY 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:30 2006 Page 1 u-0-0 s90 12-0-0 soo soo Style =1:19. 4xe = 2 5.00 12 3 1 - LJ 0-0-0 1.5.4 II 12-0 12-0-0 Plate Offsets X Y : 2:0-3-0,0-2-8 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber increase 1.25 BC 0.20 Vert(TL) n/a - n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004IfP12002 (Matrix) Weight: 38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 puriins. OTHERS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=193/12-0-0, 3=193/12-0-0, 4=563/12-0-0 Max Horz 1=36(load case 5) Max Uplift 1=67(load case 5), 3=73(load case 6), 4=-135(load rase 5) Max Grav 1=202(load case 7), 3=202(load case 8), 4=563(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=99/55, 2-3=-99/48 BOTCHORD 1-4=-1/36, 3-0=1/36 WEBS 2-4=-395/147 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MWFRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. . 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are 3x4 MT20 unless otherwise indicated. ' 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 671b uplift atjoint 1, 73 lb uplift atjoinl 3 and 135 lb uplift at joint 4. • LOAD CASE(S) Standard _ Seng-Chaff Tan, FL Lie #46765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 AWARAUG - Ve des e o design pek e connectors. and REAsi ROTFas d my u onp REVERSE ovm, BEFORE USE. Resign valid of use only wllh Moak rs ndproper Incorporation design Is based only upon parameters shown, antl Is for an indivltlual bulldog component. component tracing responsibility ofbuildingddesigner- nottrnItherespomcing shown paradual ppllaterals oftlrt 14515 N. Outer Forty, ..® Suite 4i300 Chesterfield, M063017 for lateral of we membersonlydditiof support of In temporary bracing to Insure stabilityduringconstruction Is the of the webmembers onty.all anent structure designer. For general gulding C regarding guidance regarding rector. Addlfio quality permanent bracing of the overall structure n , c ns It ANSI of the Quality brlcahon, control, storage, delivery, erection and bracing, consult A Criteria, DSa89 and aC511 Building Component Criteria, MiTek® Information afeN Informoflon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Madison, 53719. Symbols PLATE LOCATION AND ORIENTATION *Center plate Joint unless x,y offsets are indicated. Dimensions are In ft-in-sixteenths. W W Apply plates to both sides of truss securely seat. 0-1/0and 0 Q O * For 4 x 2 orientation, locate plates 0 - /ra" from outside edge of truss. R *This symbol indicates the required direction of slots In connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but EV reaction section indicates Joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate -Connected Wood Trusses. Numbering System 6-4-8 r dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See BCSII . 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A I or less, if no ceiling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. © 2004 Mitek® Job Truss Truss Type Oty Ply—T Centex Homes, Model 1851 B X06-032 V16 VALLEY 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 12005 MiTek Industries, Inc. Mon Oct 30 15:04:312006 Page 1 0u-o 6a0 laoo eao boa style =1:25. 4A = 3 5.00 12 2 4 6 1 3x4 4 3x4 C 0-0-0 6b0 16-0-e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) We - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.07 Vert(TL) n/a - We 999 BCLL 10.0 Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 55 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 puriins. OTHERS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=120/16-0-0, 5=120/16-0-0, 7=341/16-0-0, 8=364/16-0-0, 6=364/16-0-0 Max Horz 1=50(load rase 5) Max Uplift 1=29(load case 6), 5=29(load case 6), 7=51(load case 5), 8=160(load case 5), 6=159(load case 6) Max Grav 1=120(load case 1).5=120(load case 1), 7=341(load case 1), 8=375(load case 7), 6=375(load case 8) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=-60/36, 2-3=-77/83, 3-4=-77/71, 4-5=60/36 BOT CHORD 1-8=0/39, 7-8=0/39, 6-7=0/39, 5-6=0/39 WEBS 3-7=265/78, 2-8=285/175, 4-6=-285/175 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed; MW FRS; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 1, 29 lb uplift atjoint 5, 51 lb uplift atjoint 7, 160 Ib uplift at joint 8 and 159lb uplift atjoint 6. LOAD CASE(S) Standard - Seng-Chaff Tan, FL Lie #46765 345 Alhambm PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 October 30,2006 a waarir NO - V-try design parameters and READ NOTES ON TAUS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, �® esign valld for use only with MBek connectors. This design Is based only upon parameters shown, and is for an individual building component. Suite #300 pllcabllity of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesierrield,M063017 NJ Is for lateral support of individual web members onN Additional temporary bracing to Insure stability during construction Is the responsibility of the e actor. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ft brlcation, quafly control. storage, delivery, erection and bracing, consult ANS1/tP11 Quality Criteria. DSB-89 and BC511 Building Component S lety Information available from Tmss Plate InsBtute, 583 D'Onofrlo DrrveM , adison. WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are Indicated. 6-4-8 r dimensions shown in ft-in-sixteenths Dimensions are In ftsixteenths. b Apply plates to bothh sides of truss 1. Additional stability bracing for truss system, e.g, diagonal and securely seat. or X-bracing, is always required. See BCSII. 2 TOP CHORDS 3 2. Never exceed the design loading shown and never stack c,a cza '` materials on Inadequately braced trusses. WEBS 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate ? 6 w��' o other Interested parties. plates 0 - r/rs" from outside .,,� = 4. Cut members to bear fightty against each other. edge of truss. Oa n 5. Place plates on each face of truss at each joint and G7" c" c� embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPII. required direction of slots in 8 7 5 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT, use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber is a non-structural consideration and is the The first dimension Is the width NUMBERS/LETTERS. responsibility of truss fabricator. General P ractice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and In all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text In the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if Indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is Installed, unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. La number where bearings occur. 16. Install and load vertically unless Indicated otherwise. ��® Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITek® DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Miteke Connected Wood Trusses. Symbols PLATE LOCATION AND ORIENTATION *Center plate Joint unless xY offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and securely seat. 0-r/16" * For 4 x 2 orientation, locate plates 0 - r/id' from outside edge of truss. *This symbol Indicates the required direction of slots in connector plates. * Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but EV reaction section indicates Joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. v Numbering System 6-4-8 r dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHESTTO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A I � �o TEEUR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII . 2. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment In accord with ANSIAPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or puTlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. © 2004 Mitek0 Symbols PLATE LOCATION AND ORIENTATION *Center plate Joint unless x,y offsets are Indicated. Dimensions are In ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 cc * For 4 x 2 orientation, locate X plates 0 - Ihd' from outside edge of truss. o *This symbol indicates the required direction of slots in connector plates. * Plate location details available in MITek 20/20 software or upon request. The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text In the bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but EV reaction section indicates Joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 r dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 8432 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII . 2, Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each Joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibllity of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A I or less, if no ceiling is Installed, unless otherwise noted. 14. Connections not shown are the responslbllity of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise. © 2004 Mltek® Job Truss Truss Type Qty Ply Centex Homes, Model 1851 B X06-032 V8 VALLEY 1 1 Job Reference (optional) Universal Forest Product, Inc. E359, Ft. Pierce, FI. 34946 6.300 s Dec 1 2005 MiTek Industries, Inc. Mon Oct 30 15:04:31 2006 Page 1 o-0 o 44 I 44w 44w Scale = 1:14 US = 2 5.00 12 3 1 o-0-0 1.Sa4 II 8-0-0 LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES ' GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(L-) n/a - n/a 999 MT20 244/190 TCDL 16.0 Lumber Increase 1.25 BC 0.10 Vert(TL) n/a - n/a 999 BCLL 10.0 Rep Stress Incr YES W B 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight 24 lb LUMBER _ BRACING TOP CHORD 2X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 pudins. OTHERS 2 X 4.SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=146/8-0-0, 3=146/8-0-0, 4=297/8-0-0 Max Horz 1=22(load Case 6) Max Uplift 1=55(load case 5), 3=59(load Case 6), 4=-57(load Case 5) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=53/34, 2-3=53/24 _ BOT CHORD 1-4=0/16, 3-0=0/16 WEBS 2-4=215/82 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsf; Category it; Exp B; enclosed; MW FRS; Cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. '- 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 55 lb uplift atjoint 1, 59 It, uplift at joint 3 and 57 lb uplift at joint 4. - LOAD CASE(S) Standard Seng-Chai Tan, FL Lie 046765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.R6634 October 30,2006 WARNING - Vey ftj design bem and BEAD NOTES ON TIDS AND REVERSE SIDE BEFORE USE. MIS N. Outer Forty, y pay alid for useonly with MOek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Sukek300� picbiilyof designparameters antl proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Chesterfield, MO 63017 olatemIsupportofindividual web members only.Addiffonal temporary bracing to Insure stability during construction is the responsibility of the le,lr!.,,n.v o[Adtlltional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingodcation quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-69 and BCSII Building Component MiTek® rely Information avallable from Truss Plate Institute, 683 D'Onotrio Drive, Madison. WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure f0 Follow Could CUUS2 Property t3/. * Center plate on joint unless x,y Damage Personal Injury offsets are indicated. E 6I 4-S ' dimensions shown in ft-in-sixteenths Dimensions are sisixteenths, b Apply plates to bothth sides of truss II I 1. Additional stability bility bracing for truss system, e.g. diagonal W and securely seat. or X-bracing, is always required. See BCSI1. t 3 TOP CHORDS 2, Never exceed the design loading shown and never stack c1-2 cx-3 \ materials on inadequately braced trusses. WEBS 4 3. Provide copies of this truss design to the building O O designer, erection supervisor, property owner and all *For 4 x 2 orientation, locate w a D = & �,, *y opplates other Interested artles. 0 -'/16" from outside U 4. Cut members to bear tightly against each other. edge of truss. Oa a 5. Place plates on each face of truss at each joint and c�a - cea cse O H embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol Indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII . 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available In MITek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHESTTO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text In the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if Indicated. ICBO 4922 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, If no ceiling Is Installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section Indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. MITek® DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling,�') 2004 Mltek® Installing & Bracing of Metal Plate Connected Wood Trusses.