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Home My WebLink AboutTrussJG )uld be read ses. INEERIN TO FERMIN1 I' Span AL it Bar './3 to pan D BCS ay if crane used. ss may not match. sets truss this way. 11rs, lace sses V<�:>-IIFE THESE TRUSSES E ROOF OR FOR IE IN CONFLICT IUIREMENTS. IC CONTRACTOR. Girder Nails must be as shown. Guide tabs o Dome angle nails. -runs I ►MBERS ALL A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH A Do not stand on trusses until they are braced per BCSI &properly nailed to straps &hangers METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST TAKEN copy upset=1/4" hee1=41/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: A upset=114" hee1=41/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL NOTES: * ALL BEAMS ARE BY BUILDER. * ALL CEILINGS ARE FLAT AT BEAM HEIGHT. t rtwl. rww nnrr iu+. r�ROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS , REQUIRED BY FIELD INIPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPPWCA969 C09911 Reviewed fat Structural Content Only Gordon F. Buck, P.E. (3 549) Aspreade Multiple before l Tempora and f Study the 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT CHAMBERS TRUSS INC 3105 Oleander Avenue, Fort Pierce, Florida 34982-6423 Fort Pierce-,772-465-2012 Stuart 772-286-3302 Vero Beach 772-569-2012 FAX 772-465-8711 www.chamberstruss.com / mail@chamberstruss.com 1978-2007 29 Years of Service 800-551-5932 Anywhere po"", rFor 61G15-31.003 section 5 where a Truss Design Engineer seals the Truss Design Drawings. tr JOB NUMBER 67 :.39. PROJECT/ADDRESS BROWN RESIDENCE COUNTY SAINT LUCIE . FILE Py v TRUSS COMPANY CHAMBERS TRUSS INC BUILDING CODE FLORIDA BUILDING CODE 2004 + 2006 SUPPLEMENT & QR02Q1 OCCUPANCY II:Non Restrictive BUILDING DEPARTMENT St. Lucie County COMPUTER PROGRAM USED 6.3 Apr 4 2d06 MiTek T/C L/L T/C D/L B/C L/L B/C D/L TOTAL DURATION ROOF LOAD 20 7 10* 10 47 1.25 WIND SPEED: 140 WIND DESIGN: ASCE 7-2002 *=Non -Concurrent This package includes this truss index sheet and 27 truss drawings. BCSI 1-03 replaces HIB-91 in truss drawing references as of 1/1/04. As witness my seal,l hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, of the Florida Board of Professional Engineers, where a Truss Design Engineer seals truss engineering drawings. The seal on these drawings indicate acceptance of professional engineering responsibility solely of the truss components shown. Sealing engineer is the Truss Design Engineer as defined by 61G15-31.003. The suitability and use of this component for any particular building is the responsibility of the building designer, perANSI/TPI 1-1995 Section 2. NO TRUSS ID DATE NO TRUSS ID DATE NO TRUSS ID DATE NO TRUSS ID DATE 1 A 07/31/07 2 Al 07/31/07 3 A2 07/31/07 .4 B 07/31 /07 5 B 1 07/31/07 6 B2 07/31/07 7 C 07/31/07 8 G RA 07/31/07 9 ,GRB 07/31/07 10 G RC 07/31/07 11 J 1 07/31/07 12 J 11 07/31/07 13 J3 07/31/07 14 J5 07/31/07 15 J7 07/31/07 16 J7A 07/31/07 17 J 9 07/31/07 18 J 9A 07/31/07 19 JA 07/31/07 20 J U 07/31/07 21 �JU3 07/31/07 22 JU5 07/31/07 23 KJ7 07/31/07 24 KJC 07/31/07 25 V 12 07/31/07 26 V4 07/31/07 27 V8 07/31/07 IMPORTANT NOTE: Contractor/Truss Installer is to install bracing to prevent collapse of trusses. Refer to TPI/WTCA "Building Component Safety Information" for handling and bracing of trusses. Apply plywood sheathing as trusses are installed to brace the top chords. Do not stand on trusses Seng-Chaff Tan, FL Lic #46765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#663� .•�XCEP4s�'•.'S2 . No A4slt until trusses are braced per BCSI & propely' sTA E OF w nailed to straps & hangers BUCK ENGINEERING, INC. (27186)��C?N 9 .• Gordon F. Buck P.E. (37549) ''vI ONAL ��.0 '/Ilfflll Ill�lttt 2669 Forest Hill Boulevard, Suite 205 West Palm Beach, FL 33406 (561) 965-1420• Fax (561) 965-1423 A WARNING - Ver(y design parameters and READ NOTES ON THIS AND INCLUDED 1UTEK REFERENCE PAGE MZI--7473 BEFORE USE. Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral sLpport of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI? Building Component Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. AUG 0 1 2007 MiTek vowew ro Pewrownr.- 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-1ii6' 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 plate 4 x 4 width measured,perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING O U EL R Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS [CC -ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 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. . BCSI1: Building Component Safety Information, Guide to Good PFactice fpr Handling, Ir• ` [ling 8, Bracing of Metal Plate _.Anetted Woad Trusses. © 2006 MiTekOO All Rights Reserved limmm El MiTek® AowER Ta PERFORM.'" MiTek Engineering Reference Sheet: MII-7473 A General 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should`be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each -other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance \yith ANSI/TPI 1 Quality Criteria. r 4. -��- CHAMBERS TRUSS INC HANGER/CONNECTOR SCHEDULE ti JOB NUMBER 67939 ALL HANGERS ARE HUS26 EXCEPT AS NOTED CARRIED TRUSS CARRIER TRUSS HANGER CARRIED NAILS/FASTNERS CARRIER NAILS/FASTENERS HUS26 6-16d Common 14-16d Common B2 GRA MTHM 22-16d 4-10d x 1 1/2 J11 KJC SUR/1-26 6-16d Common 6-1ODX 1 1/2 J9 KJC SUR/1-26 6-16d Common 6-1 OD X 1 1/2 KJC. ,, GRA MTHM 22-16d 8-1 OD X 1 1/2 Guide tabs or domes in the hanger angle nails for toe nailing. Do not bend over or flatten guide tabs or domes in hanger. Fasten End Jacks to Hip Carriers with 3-10d Common Nails Top Chord to Top Chord and Bottom Chord to Bottom Chord (6 nails in all). Fasten 7' Set Back (9' 10 %" span) or less King Jack (Corner Jack Carrier) to Hip Carrier at Top Chord with 2 10d Common Nails on each face of the King Jack (4 nails in all), Bottom Chord with 16" strap (MTS16 or equal) with 12 10d Common Nails or Hanger by installer capable of carrying 899lbs. Fasten Valley Member to Trusses by applying 6" Wedge nailed to Truss or bevel cut valley Member bottom chord, 2 hurricane clips or a MTS18 strap at 48" on center to truss below with a minimum of 10 10dx1-112" nails. Valley members connected to the top chord of trusses below replace sheathing as bracing when a minimum of 2 8d nails is used at each connection. Seng-Chaff Tan, FL Lic #46765 345 Alhambra PL West Palm Beach, FL 33405 MiTek Industries, Inc. FL Cert.#6634 No. 67 a e STD► E OF'_ : 4 P� t fill t11x AUG 0 1 '2001 1 4. Q WARMNG - Vert jy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding PpWER m P6RiaRM.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCS11 Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols Numbering System � A General Safety Notes PLATE LOCATION AND ORIENTATION _1,. 4_ 1 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. -'/16 " 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING O U a- O 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS BOTTOM CHORDS 8 7 3 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730,•95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Effi Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-891'. Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, wrig & Bracing of,Metal Plate " , eeted Wood Trusses. © 2006 M1Tek@ All Rights Reserved MiTek® POWER fO PERF-ORM.- MITek Engineering Reference Sheet MII-7473 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. t R 1k, { 7% A - I' FJob ' 67939 HIP 2 1 Job 6.300 s -2.0-0 4-4-0 9-4-11 15-0-0 19-0.0 24-7-5 27-7-5 34-0-0 36-0-0 2.0-0 4-4-0 _ 5-0-11 5.7-5 4-0.0 5.7-5 3-0-0 6-4-11 2.0-0 Scale = 1:63.1 5x6 M1120 5.00 12 44 M1120_ 6 7 3x6 M112011 3x6 M1120= 30 M1120= 3x4 M1120= 3x4 M1120= 3x5 M1120= 3x6 M1120= 0_" 4-" 9-0-11 15-0-0 19-M 24-7.5 34-U 4.4-0 5-0-11 5-7-5 4-0-0 5-7.5 9.4-11 0-0-0 m 21; 0 LOADING(psf) TCLL 20.0 SPACING Plates Increase 2-M 1.26 CSI TC DEFL In (loc) Well L/d PLATES GRIP TCDL 7.0 Lumberincrease 1.26 0.49 BC 0.66 Vert(LL) 0.32 13-16 >999 360 Vert(M) -0.4613.16 >769 180 M1120 249/190 BCLL 10.0 BCDL 10.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.06 11 n/a n/a Code FBC2004/TPI2002 (Matrix) Weight: 176lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) BOT CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or4-3-13 oc purlins. WEBS 2X4SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, REACTIONS (lb/size) 19=1656/0-B-0, 11=117610-8-0 Max Harz 19=205(load case 5) Max Upllftl9=-1235(load case 5), 11=-824(load case 6) FORCES (lb) - Maximum Compresslon/Maximum Tension TO[CHORD 1-2=0/41, 2-3=-1047/700, 3-4=-1021/506, 4.5= 951/514, 5.6=1251/704, 6-7=-1115/699, 7-8=-1272/696, B-9=4776/1009, 940=4834/1000, 10.11-2045/1088,11-12=0142 BOT CHORD 2-19=-599/1095,18-19=-599/889, 17-1 8=-26 8/890, 16.17--2681890,15-16=325/1115,14-15=-650/1669,13-14=-650/1669, 11-13=-804/1807 WEBS 5-16=-240/324,6-16=-29/208,7-15=-146/353,8-15=-716/524,3-19=-1430/1147,5-18=-4911455,3-18=-113211570,8.13=115/409, 10.13=-181/202 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3•second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp C; enclosed; MWFRS; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1236 lb uplift at joint 19 and 824 lb uplift at joint 11. LOAD CASE(S) Standard ® WARI9TNG -Verify design parameters and READ NOTES ON Tzirs AND INCLUDED MITES REFERENCE PAGE MU--7473 BEFORE USE. }�g� Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the M iTe k 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, DSB-89 and BCSIi Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION _ 3 " Center plate on joint unless x, y —� , 1 /4 Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ff-in-sixteenths. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury 9 1 rY Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing, is always required. See BCSI1. �/16� 2. Truss bracing must be designed by an engineer. For 1 2 3 wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator TOP CHORDS bracing should be considered. � C7-2 C2-3 WEBS Pi, 4 3. Never exceed the design loading shown and never stack materials inadequately braced trusses. 0 o' c? Ct O= u �� 3 �� 3 0 on 4. Provide copies of this truss design to the building For 4 X 2 Orientation, locate b h U designer, erection supervisor, property owner and plates 0-'rid' from outside � y'v u all other interested parties. edge of truss. g o_ ~ C7-8 C6a c15-6 O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Plate location details available in MTek 20/20 Software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the late P CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the 9730, 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTekOO All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal ® 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. �• DSB-89: Design Standard for Bracing.MiTek BCSI1: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Pfactice fpr Handling, POWER TO PERFORM.- ANSI/TPI 1 Quality Criteria. r I o ing & Bracing o, Me a Plate c F- s . netted Wood Trusses. Miiek Engineering Reference Sheet MII-7473 in& 1111116 1 k a 1 s -2-0-0 4-4.0 11-4-11 17.0-0 22-7-5 26-11-13 34-0.0 36-0-0 ' 2-0.0 4-4-0 7.0-11 5.7-5 6.7.5 4-4-8 7-0.3 2-0-0 r _ Scale=1:62.1 4x5 M1120= 5.00 F12 6 3x6 M112011 3x6 M1120= 3x8 M1120= 3x4 M1120= 3x5 M1120= 3x6 M1120= 0-0-0 4-" 11 4-11 17.0-0 22-7-5 34.0-0 4-4-0 7-0-11 5-7-5 5.7-6 r vi- r-i•n-5_�c 11-4.11 LOADING(psf) SPACING 2.0-0 CSI TCLL 20.0 Plates Increase 1.26 TC 0.61 TCDL 7.0 Lumber Increase 1.26 BC 0.77 BCLL 10.0 Rep Stress Incr YES WB 0.62 BCDL 10.0 Code FBC2004ITP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 DEFL In (loc) Ildeti Ud PLATES GRIP Vert(LL) -0.3D 10.13 >999 360 M1120 249/190 Vert(TL)-0.8010.13 >441 180 Horz(TL) 0,05 10 n/a n/a Weight: 177 lb BRACING TOP CHORD Structural wood sheathing directly applied or 4-3.4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-16 REACTIONS (lb/size) 17=155610.8-0,10=117610-8-0 Max Harz 17=224(load case 5) Max Upllft17=4258(load case 5), 10=-841(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-Y=0/4110.11=0/42 , 2 3=•10111647, 3.4=-12181628, 4-5=-11071640, 5-6=-11521732, 6-7=-1146/705, 7-8=4592/947, 8-9=4676/934, 9.10--1986/1127, BOT CHORD 2-17--542/1050,16.17=-542/832,15-16=-542/832,14-15=-32711055,13-14=-54511498,12.13=837/1771,10.12=-83711771 WEBS 6.14=-3031541, 3.17=-1427/1200, 5-15=-284/357, 7.13=-123/470, 5.14=-162/98, 7.14=-658/472, 3-15=-1191/1644, 9-13=-327/347 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-second gust); h-12ft; TCDL=4.2psf; BCDL=3.Opsf,, Category II; Exp C; enclosed; MWFRS; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1,33. 3) •This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1258 lb uplift at)oint 17 and 841 lb uplift at Joint 10. LOAD CASE(S) Standard 0.0.0 A WARMNO - Verj fy design parameters and READ NOTES ONTHIS AND INCLUDED ffiLTEK REFERENCE PAGE LII1-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding POWCR is-ra.M.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty Suite #300 Safely Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION _� ♦ 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/16 , 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Q W O U 0- 0 R Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 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-8(1-. Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Instaling 8, Bracing of. Metal Plate . Conrie�rted Wood Trusses. o' O U a- O R © 2006 MiTekO All Rights Reserved MiTeke 0113WER fO PERFORM."' MTek Engineering Reference Sheet: MII-7473 A General 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. ' 4 A Job Truss Truss Type ndra Brown/Brown Residence 67939 A2 COMMON :::T�l ae2 Snnm.r]h.IT, G Reference (optional) -2-0-0 4-4.0 11-4-11 17-0-0 22.7.5 26-11-13 34-0-0 2.0-0 4-4-0 7-0-11 6-7.5 5-75 4.4-8 7.0.4 Scale=1:61.3 4x5 M1120= 5.00 12 6 3x6 M112011 3x6 M1120= 3xB M1120= 3x4 M1120= 3x5 M1120= 3x6 M1120= 0-0-0 4-4.0 11-4-11 17-0-0 22-7-5 34-0-0 4-4.0 7-0-11 5-7.5 5-7.5 11.4.11 , .... 1- n .. ,.. n1 ,.. 0.0-0 lv 0 LOADING(psf) TCLL 20.0 SPACING Plates Increase 2-0-0 1.25 CSI TC DEFL In (too) I/defl Lid PLATES GRIP TCDL 7.0 Lumberincrease 1.25 0.47 BC 0.78 Vert(LL) -0.30 10.12 >999 360 Vert(TL) -0.8210-12 >428 180 M1120 249/190 BCLL 10.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.06 10 We n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 174lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3-10-3 cc purlins. :WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 1 Row at midpt 3.14 REACTIONS (lb/size) 16=1561/0.8.0,10=104110-8-0 Max Horz 16=246(load case 5) Max Upliftl6=-1260(load case 5),10=-614(load case 6) FORCES (lb) - Maximum Compresslon/Maximum Tension TOR CHORD 1-2=0/41, 2-3=-1011/647, 3-4=-1226/645, 4-5=-1115/656, 6-6=-1162/750, 6-7-41551722, 7-8=-1620/1000, 8.9=1704/987, 9.10=203011209 BOT CHORD 2-16=-542/1050,15-16=-542/805,14-15=-542/805,13-14=-353/1063,12-13--670/1521,11-12=-1006/1818,10-11--1006/1818 WEBS 5-13=-162/97,6-13=-313/543,7-13=-677/507,3-16=-1432/1202,7-12=-174/478,5-14=-2851357,3.14=1194/1652,9.12=-355/400 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp C; enclosed; MWFRS; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) •This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1260 lb uplift at joint 16 and 614 lb uplift at joint 10. LOAD CASE(S) Standard ® WA#MNG -Verify design parameters and READ NOTES ON TIUS AND INCLUDED MITEE REFERENCE PAGE MU--7473 BEFORE USE. - Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Me erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vowem 1v neeraenr.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB.89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION ♦ f_� 3/4' Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft-in-sixteenths. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss l . Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing, is always required. See BCSI1. 01 „ - /16 2. Truss bracing must be designed by an engineer. For j 2 3 wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator TOP CHORDS bracing should be considered. � Cl-2 C2-3 WEBS 3. Never exceed the design loading shown and never inadequately braced trusses. 0 �r�O hC16 stack materials on 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U designer, erection supervisor, property owner and plates 0-'/16 from outside a all other interested parties. ed a of truss. g CL 5. Cut members to bear tightly against each other. cz s cs zO BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. • Plate location details available in MTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the late p CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: species and size, and 12. Lumber used shall be of the s P in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek@ All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: MT project engineer before use. ANSI/TPI I : National Design Specification for Metal Plate Connected Wood Truss Construction. ■ 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone DSB-89' Design Standard for Bracing. M,T e is not sufficient. BCSII : Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, DOWER'TO PERFORM.'" ANSIAPI 1 Quality Criteria. Installing 8, Bracing of, Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 L , � Job as Truss Type Qty Ply Sandra Brown/Brown Residence 7939 8 MONO HIP 21-6 Chambers Truss Inc., Fort Plerc 4982, Seng-Chal Tan, PE#46766 Job Reference o donal =f�-01 6. 1 0 s Apr 4 2006 MITek Industries, Inc. Tue Jul 31 A2:45:25 2ae7 Paae 1 2 0 0 13-0-0 9-0-0 4-0-0 7xB 611120i�- Scale=1:27.3 2x3 M112011 3 4 5.00 12 V 2 1 3x6 11,1II20i:� 6 5 -- 0.0-0 2x3 M112011 30 NOW 9-0-0 13-0-0 9.0-0 4.0-0 LOADING(psf) TCLL 20.0 SPACING Plates Increase 2.0-0 1.26 CSI TC DEFL In (loc) Ildeg L/d PLATES GRIP TCDL 7.0 Lumberincrease 1.26 0.51 BC 0.48 Vert(LL) Vert(TL) -0.12 2-6 >999 360 -0.34 2.6 >440 180 M1120 249/190 BCLL 10.0 BCDL 10.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 6 n/a n/a Code FBC2004/TPI2002 (Matrix) Weight: 61 lb LUMBER BRACING TOP CHORD 2 X 4 SYP NO.2D BOT CHORD 2 X 4 SYP No.213 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except end WEBS 2 X 4 SYP No.3- verticals. BOT CHORD Rigid calling directly applied or 10-M oc bracing. REACTIONS (lb/size) 5=451/Mechanical, 2=605/0-8.0 Max Harz 2=321(load case 5) Max Upllft5=276(load case 4), 2=-495(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOe CHORD 1.2=0/42, 2-3=-563/196, 3.4=-16/14, 4-6=34/45 BOT CHORD 2-6=-279/436, 6-6=-278/442 WEBS 3.6=0/342, 3.5=-6391413 NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) *This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen forquallty assurance Inspection. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 5 and 495 Ito uplift at joint 2. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON TNTB AND INCLUDED M1TEK REFERENCE PAGE MU--7473 BEFORE USE. ff a Design validfor use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. WWI Applicability of design paromenfers and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek 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 ANSf/TPI1 Quality Criteria, OSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION _� ♦ 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. -'/16 For 4 x 2 orientation, locate plates 0-1116' 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING 0 W O U o- O R Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS Cl 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. PRODUCT CODE APPROVALS ]CC -ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 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 Plante Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good P[actice for Handling, Install),ng & Bracing of Metal Plate Connected Wood Trusses. O U n- O © 2006 MTTek@ All Rights Reserved MiTek" FLOWER TO PERFORM."' MTek Engineering Reference Sheet: MII-7473 A General 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20.•Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. i ob Truss Truss Type Qty Ply Sandra Brown/Brown Residence 7939 B1 MONO HIP 2 1 Job Reference (optional) Chambers Truss Inc„ Fort Pierce FI. 349&Meng-Chas Tan, PE#46765 6.300 s Apr 4 2006 MITek Industries, Inc. Tdb=brl 31 12:45:26 2007 Page 1 Y 1 -2-0-0 9.4-4 11-0.0 13-0-0 2.0-0 9.4-4 1-7-12 2-0-0 5x6 M1120= 3x4 M112011 4 6 3x4 M1120= 3:r41M1fI 0I I 11-0-0 13-0-0 11-0.0 2-0-0 Scale=1:30.9 LOADING(pef) SPACING 2.0.0 CSI DEFL In (too) I/defI L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.97 Vert(LL) -0.30 2-7 >502 360 M1120 249/190 TCDL 7.0 Lumberincrease 1.25 BC 0.31 Vert(TL) -0.82 2-7 >184 180 BCLL 10.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 6 n/a nla BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 62 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, except end BOT CHORD 2 X 4 SYP SS verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6=451/Mechanical, 2=605/0-8-0 Max Harz 2=373(load case 5) Max Upllft6=495(load case 6), 2=488(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TCJP, CHORD 1-2=0/42, 2.3=505/169, 3.4=-283/160, 4-5=-103/48, 6.6=-380/192 BOT CHORD 2-7=-310/386, 6-7=-49/104 WEBS 3.7=-714/641, 4-7=-438/727 NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL-3.Opsf; Category 11; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) *This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 5) Refer to glyder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 296lb uplift at joint 6 and 488 Ib uplift at joint 2. LOAD CASE(S) Standard S ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED AUTEE REFERENCE PAGE MU-7473 BEFORE USE. Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the M iTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding PO - PLRfa w fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols Numbering System 0 General Safety Notes PLATE LOCATION AND ORIENTATION A_ 1 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 1 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss and fully embed teeth. 9 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 MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING O U o_ O 2 3 TOP 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 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. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 cz O U EL R © 2006 MiTekO All Rights Reserved t' MiTek 17,13WER TO PERFORM.- MTek Engineering Reference Sheet: Mll-7473 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIAPI 1 Quality Criteria. c , r.• Job Truss Truss Type Qty Ply Sandra Brown/Brown Residence EL7939 B2 MONO TRUSS 10 1 Chambers Truss Inc.. Fort Pierces FI- UQR9 snnn_c6.1 Tom., ooxecvee Job Reference o Clonal::1 w 1 -2-0-0 9.2.11 13-0-0 2-0.0 9-2-11 3-9.5 2x3 M112011 Scale=1:34.4 5 0-0-0 2x3 M112011 3x4 IRM-- 9-2-11 13-0-0 9-2-11 3-9.6 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.13 2-7 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.36 2-7 >433 180 BCLL 10.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight 64lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 BOT CHORD 2 X 4 SYP No.213 TOP CHORD Structural wood sheathing directly applied or S-" oc purlins, except end WEBS 2 X 4 SYP No.3 .. BOT CHORD verticals. Rigid ceiling directly .applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6=4511Mechanical, 2=605/0.8-0 Max Harz 2=421(load case 6) Max Uplift6=-354(Ioad case 5), 2=-472(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP,,CHORD 1-2=0/42, 2-3=-553/119, 3-4=-437/135, 4-5=-63/12, 5.6=-6/19 BOT CHORD 2-7=-320/422, 6-7=-320/422 WEBS 4-6=-632/478, 4.7-0/345 NOTES 1) Wind: ASCE 7.02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL=1.33. 2) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 3) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 354 It, uplift at joint 6 and 472 lb uplift at joint 2. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND'INCLUDED MtTEE REFERENCE PAGE MII-7473 BEFORE USE. ' - Design validfor use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the M iTek� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vowae,u rcnrowM- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -'/16.' For 4 x 2 orientation, locate plates 0-1r,6' 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 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. BCSI1: Building Component Safety Information, Guide to Good Practice fQr Handling, Installing 8, Bracing of, Metal Plate Connected Wood Trusses. O U a- O i— © 2006 MiTekO All Rights Reserved MiTek® DOWER YPO PERFORM.'" MTek Engineering Reference Sheet Mll-7473 A General 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. Truss bracing must be designed by an engineer. For Wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions . indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specked. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. , ' , Job Tr 67939 C HIP 1 1 Job 6.300 s -2.0-0 7-10.8 80 8 16-M 18-0.0 2-0-0 7-10-8 0-3-0 7-10-8 2-0.0 Scale=1:32.8 0-0-0 8.0-0 5x6 MII20= 3 zxs mn2o11 8.0.0 0-0-0 I¢ LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.07 2-6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.19 2-6 >999 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC20041TPI2002 (Matrix) Weight: 61 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10.M oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=700/0-3-8, 4=700/OJ-8 Max Harz 2=138(load case 5) Max Uplift2=-541(load case 6), 4=-541(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension Tt7P CHORD 1-2=0/42, 2-3=-927/434, 3-4=-927/433, 4.5=0/42 BOT CHORD 2.6=-3051783, 4-6=-306/783 WEBS 3-6=0/360 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL=1.33. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 641 lb uplift at joint 2 and 541 lb uplift at joint 4. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITER REFERENCE PACE MU-7473 BEFORE USE. WIN Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the M iTe k erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding - — - — Pe,,, R;7 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION -p, 4-1 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. -'/16 For 4 x 2 orientation, locate plates 0-1r16' 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. EH Industry Standards: ANSI/TPI1: 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 8, Bracing of Meal Plate Connected Wood Trusses. © 2006 MiTek@ All Rights Reserved tom' MiTek POWER �O PERFORM.- MiTek Engineering Reference Sheet: MU-7473 A General 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. - --------- Truss Truss Type City Ply Sandra Brown/Brown Residence [57"9,39 GRA HIP 2 1 Chambers Truss Inc., Fort Pleroe F1.,34982. S.ng.Ghal Tan_ PrHAs7s5 Job Reference (optional) _ .__ ........,_._._,__.,__ ._ ___ ._. _..�._ _. ____ _ y-yy - - - - --• - --' - -- -- y.yyy a n Y LWy IYII I CR II Iuu.Wvs, Il— l ue Jul J l 1 -2.0.0 4-4-0 B-8-0 13-0-0 i 21-0.0 25.4-0 i 28-11-9 34-0-0 i 36.0.0 2-0-0 4-4-0 4.4-0 4-4-0 8-0-0 4-4-0 3-7-9 5-0-7 2-0-0 Scale=1:63.1 7x10 MIHBWH , 5.00 Fl2 5x12 MIf18HC 6 7 4x5 M1120- 3x6 MII20-- 3x6 M1120� 5 8 6x8 Mill8H WBz�, 6x8 M1120� 1 W6 2x3 M1120i 4 g 17 3 W4 Wg 10 a+ W2 W1 2 11 12I 3x4 M1120� 19 18 17 16 20 21 22 15 23 14 124 25 5xl4 M1120-- t "1 3x10 M112011 4x6 M1120= 6x8 M1120= Bx10 M1120= 8x10 M1120= 6x8 M1120= 5xB M1118H= 0.0.0 4.4-0 8-8-0 13-0-0 21-0-0 25.4.0 28-11-9 34-0-0 4-4-0 4-4-0 4-4-D 8-0-0 4.4-0 3.7-9 5.0.7 0-0-0 Plate Offsets (X,Y): [6:0.5-12,0-2-01, [7:0-7-12,0-2.0] [9:0.4-0Edge] [11:0-4-13 0.2-12] [13.0-3-8 0.4-0] [16.0-3-8 0.4-8] [18.0.3.8 0-3-0] LOADING(psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.26 TC 0.95 Vert(LL) 0.47 16.16 >756 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.73 15-16 >480 180 MII78H 196/188 BCLL 10.0 Rep Stressincr NO WB 0.97 Horz(TL) 0.13 11 nla n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 209lb LUM13tR TOP CHORD 2 X 4 SYP No.210 *Except T3 2 X 4 SYP SS, T4 2 X 4 SYP SS BOT CHORD 2 X 6 SYP 240OF 2.0E PExcept 912X6SYP No.2 WEBS 2 X 4 SYP No.3 *Except* W2 2 X 4 SYP No.2D WEDGE Right: 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or4.8-15 oc bracing. REACTIONS (lb/size) 19=3817/0-8.0, 11=3615/0-8.0 Max Harz 19=190(load case 5) Max Upllftl9=-2676(load case 6), 11=-2294(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0146, 2-3=993/587, 3-1=-3833/2389, 4-5=-3776/2400, 5-6=-5340/3402, 6-7=582613639, 7.8=-6270/3852, 8-9=7713/4535, 9-10=-7755/4525,10.11=7914/4647,11-12=0/46 BOT CHORD 2-19=-500/1058,18-19=-500/868,17.18=-2008/3486,16-17=-200813486,16-20=-2889/4941, 20-21=2889/4941, 21.22=-2889/4941, 15-22=-2889/4941, 15.23=-3967/7120,14-23=3967/7120, 14-24=-3967/7120,13.24=-3967f7120,13-26 409217218,11-25=-409217218 WEBS 5.18=-1889/1341, 5.16=-1260/1822, 6.16=-705/1097, 6-15=-60811121, 7-15=-1191/2024, 8-16=472311018, 8.13=-720/1471, 10.13=-113/196,3-19=-3541/2473,3.18=-2859/4297 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Categoryll; Exp C; enclosed; MWFRS; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2676 lb uplift at joint 19 and 2294 lb uplift at joint 1a. B) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1213 lb down and 847 lb up at 13-0.0, 431 lb down and 283 lb up at 16-0-12, 431 lb down and 283 lb up at 17.0-12, 431 lb down and 283 lb up at 19.0-12, 431 lb down and 283 lb up at 20-11-4, 431 lb down and 234lb up at 22-11-4, and 431 lb down and 218 lb up at 24.11-4, and 902 lb down and 629 lb up at 26.11-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) Ir;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 Continued on page 2 A WARNING - Ver(ry design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU-7473 BEFORE USE. • Design valid for use only with M1ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the M iTek 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, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. -'/16" For 4 x 2 orientation, locate plates 0-1/15' 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING 0 rr O U rL O Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 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. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. O U a- O © 2006 MiTekO All Rights Reserved 1111111111111111118 W1 MiTeke POWER TO PERFORM.'" MTek Engineering Reference Sheet: MII-7473 A General 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specked. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. I , . , Job Truss Truss Type Qty Ply Sandra Brown/Brown Residence 67939 GRA HIP 2 1 ChambersTruss Inc., Fort Pierce Fl. 34982. Sena.Chei Ten_ w:nAn�ar; Job Reference o tional LOAD CASE(S) Standard �1) Regular: Lumber Increase=1.25, Plate Increase=1,25 Uniform Loads (plf) Vert: 1.6=-54, 6-7=-54, 7-12=-54, 2-11=-20 Concentrated Loads (lb) - Vert: 1 6=4 213(F) 15=431(F) 20=-431(F) 21=-431(F) 22=-431 (F) 23=-431 (F) 24=-431(F) 25=902(F) A WARNING - Ver(fy design parameters and READ NOTES ON TIMS AND INCLUDED MITER REFERENCE PAGE MB-7473 BEFORE USE. Design valid 4or use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown MiTek is for lateral support of individual web members only. Additional 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 pa„ . —pe — w� fabrication, quality control, storage, delivery, erection and bracing, consult ANSIITP11 Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION ♦ 1 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. -'/16" 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS [CC -ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/T,PI1: National Design Specification for Metal Plafe Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information; Guide to Good Rractice,frx Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 O U a- O © 2006 Mi fek@ All Rights Reserved is[ MiTek POWER `M PERFORM.— MiTek Engineering Reference Sheet MII-7473 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. ob Truss Truss Type City PIy Sandra Brown/Brown Residence 7939 GRB MONO HIP 2 1 Chambers Truss Inc., Fort PI 1. 34932, Seng-Chas Tan, PE#46765 Job Reference o Clonal 6.30D s Apr 4 2006 MITek Industries, Inc. Tue Jul 31 12:�_A20D7 Page 1 -2.0-0 7-0.0 13.0.0 2-0-0 7-0-0 6-0-0 4x8 M1120= 3 7 8 Scale=1:26.2 3x5 M112011 4 cnu mncv a US M1120= 0-" 0-0-0 7.0.0 6.0-0 rra[e VTTeerS (Aj): WU-0-4 U-Z-41 LOADING (psf) TCLL 20.0 SPACING 2-0.0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCDL 7.0 Plates Increase 1.25 Lumber Increase 1.25 BC 0."Vert(TL) TC 0.82FHarz(TL) Vert(LL) -0.05 6-6 >999 360 M1120 2491190 BCLL 10.0 Rep Stress Incr NO WE 0.88 -0.12 5-6 >999 180 0.03 5 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 60 lb -a.rOP moCH�rOc TRD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.213 WEBS 2 X 4 SYP No.3, BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-6 oc bracing. REACTIONS (lb/size) 6=922/Mechanlcal, 2=875/0-8.0 Max Harz 2=268(load case 5) Max UpliftS-588(load case 4), 2=-674(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension ,TO_PCHORD 1.2=0/42, 2-3=-13611738, 3-7=-118187, 7.8=-118/87, 4.8=118/87, 4-5=-258/260 BOT CHORD 2.6=-741/1184, 6.9=-74611210, 9-10=-746/1210, 6-10=-746/1210 WEBS 3-6=415/744, 3-5=4223/745 NOTES 1) Wind: ASCE 7-02;140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL-3.Opsf; Category 11; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 588 lb uplift at joint 5 and 674lb uplift at jolnt 2. 7) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 137lb up at 7-M, and 101 lb down and 117 lb up at 9-0-12, and 101 lb down and 117 lb up at 11-0-12 on top chord, and 375lb down and 166 lb up at 7-0.0, and 92lb down at 9.0.12, and 92 lb down at 11-0-12 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) 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. Lumberincrease=1.26, Plate Increase=1.25 Uniform Loads (plf) Vert 1.3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=353(F) 3=-95(F) 7=-101(F) 8= 101(F) 9=-46(F)10=-46(F) A WARNING - Pert fy design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MR--7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Mire k� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding PO - --:- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION _� ♦� 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 1/16 For 4 x 2 orientation, locate plates 0-14" 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING 0 O 2 U a- O Numbering System 6-4-8 dimensions shown in ft4n-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS [CC -ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96731, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 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-84`. Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Tnisses. © 2006 MTek® All Rights Reserved MiTek" PEMER TO PERFORM."' MTek Engineering Reference Sheet: MTI-7473 A General 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specked. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI I Quality Criteria. Job Truss Truss Type Qty Ply Sandra Brown/Brown Residence 67939 GRC HIP 1 1 Chambers Truss Inc., F - P erce FI.34982, Seng-Chas Tan, PE#46765 Job Reference o Clonal 8�1-d 6.300 s Apr 4 2006 MITek Industries, Inc. Tuea181011 12:45:34 2007 Page 1 -2-0.0 3-6-0 7-0-0 9.0-0 12-6.0 1 16-0-0 18-0-0 2.0-0 3-6-0 3.6-0 2-0-0 3.6-0 3.6-0 2-0-0 Scale = 1:33.4 4x6 M11205:� 46 M1120-- 3 4 zx3 mlizo 11 2x3 M112011 0-0.0 o-0-0 3-6.0 7-0-0 9-0-0 12.6.0 16-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.26 TC 0.63 Vert(LL) .0.10 2-8 >999 360 M1120 249/190 TCDL 7.0 Lumberincrease 1.25 BC 0.53 Vert(TL) -0.23 2-8 >818 180 BCLL 10.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 64lb LUMBER TOP CHORD 2 X 4 SYP No.213 BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No,3 REACTIONS (lb/size) 2=1148/0-3.8, 5=1148/0.3-8 Max Harz 2=128(load case 6) Max Uplift2=-823(load case 5), 5=-833(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=0/42, 2-3=-2063/1166, 3.4=-1861/1128, 4-5=-2063l1142, 5-6=0/42 BOT CHORD 2-8=-961/1828, 7-8--966/1851, 5-7=-956/1828 WEBS ' 3.8=-198/557, 4-7=-192/557 BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purllns. BOT CHORD Rigid ceiling directly applied or 6-6-6 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 823 lb uplift at joint 2 and 833 lb uplift at joint S. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)135 lb down and 137 lb up at 7-0-0, and 95 lb down and 137 lb up at 9-0-0 on top chord, and 375 lb down and 166 lb up at 7-0-0, and 375 lb down and 166 lb up at 8-11-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) 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 (plf) Vert: 1.3--54, 3.4=-54, 4.6=-54, 2.5=-20 Concentrated Loads (lb) Vert: 3=-95(F) 4=-95(F) 8=-353(F) 7=-353(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the M iTe k erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1-- P<AroRw- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 4_ 1 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'%6' 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING O U a_ O 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSIAPH : Nqtional Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide -to Good Rractice for Handling, ., Installing & Bracing of Metal Plate Connected Wood Tnasses. © 2006 MiTek@ All Rights Reserved MiTek POWER TO PERFORM.- MiTek Engineering Reference Sheet: MII-7473 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Job' Truss Truss Type Oty P71,1 ndra Brown/Brown Residence 67939 J1 MONO TRUSS 6 0.4-10 ChambersTruss IncFort PierceFI3a9ss ca.,�.rnar Ta.. aPfeeavcc Reference o tional ,a.—D V- . c..o.uo —, rays -i 3 Scale =1:6.8 E LOADING(psf) SPACING 2-0-0 CS1 DEFL In (toe) Ildefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) -0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >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/TPI2002 (Matrix) Weight: 7lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1.0.0 oc purlins. BOT CHORD 2 X 4 SYP No.3 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=281/0.8-0, 4=9/Mechanical, 3=-107/Mechanical Max Harz 2=110(load case 5) Max Uplift2=-467(load case 5), 3=-107(load case 1) Max Grav 2=281(load case 1), 4=18(load case 2), 3=227(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/41, 2-3=68/98 BOT CHORD 2.4=0/0 NOTES 1) Wind: ASCE 7.02; 140mph (3-second gust); h=12ft; TCDL=4.2psf,, BCDL=3.Opsf; Category II; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL=1.33. 2) •This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 467 lb uplift at joint 2 and 107 lb uplift at jolnt 3. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON TITS AND INCLUDED MTTEK REFERENCE PAGE MU--7473 BEFORE USE. �• Design valid vfor use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown MiTek, is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Crlterla, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safely Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/td. For 4 x 2 orientation, locate plates 0-14d' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. • Plate location details available in Mirek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS [CC -ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TQI l : Na$ional 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. © 2006 MTekO All Rights Reserved W1 MiTek® 00WE12,T0 PERFORM.- MiTek Engineering Reference Sheet: MII-7473 A General 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. , 'ob as Truss Type Qty Ply Sandra Brown/Blown Residence ,7939 J11 MONO TRUSS 2 1 Chambers Truss Inc., Fort Pierce FI.34982, Seng- Tan, PE#46766 Job Reference optional S)D 6.300 s Apr 4 2006 MITak Indusbles, �� OTue Jul 31 12:45:36 2007 Page 1 -2-0-0 8 5•8 11.0-0 2-0.0 8-6.8 2-6-9 3x4 M112011 T 4 6x8 Nf?t Q: 11-0.0 11-0-0 Scale = 1:29.5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.24 2-5 >516 360 M1120 249/190 TCDL 7.0 Lumberincroase 1.25 BC 0.41 Vert(TL) -0.64 2-5 >197 180 BCLL 10.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 5 nla n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 60lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end SOT CHORD 2 X 4 SYP No.213 verticals. WEBS 2 X 4 SYP No.21) *Except* BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. Wl 2 X 4 SYP No.3 REACTIONS (Iblslze) 5=375/Mechanical, 2=63310-8-0 Max Harz 2=169(ioad case 5) Max Uplifts=290(load case 6), 2=-438(load case 5) FORCES(Ib)- Maximum Compression/Maximum Tension TOP CHORD 1.2=0/42, 2.3=-370/83, 3-4=-116/5, 4-5=-42/61 BOT CHORD 2.5=-236/268 WEBS 3-5=-388/439 NOTES 1) Wind: ASCE 7.02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL=1.33. 2) `This truss has been designed for a 10.0 psf bottom chord [Iva load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 4) Refer to gfrder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290lb uplift at joint 5 and 438 lb uplift at joint 2. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON TBTS AND INCLUDED MITES REFERENCE PAGE MR--7473 BEFORE USE. vM- Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. a ff" Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown MiTek• Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding paWCR iR pLRFORM.' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofflo Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION ♦ ♦� 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/16 r For 4 x 2 orientation, locate plates 0-1v6' 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 0 O U rL O 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 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. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing 8, Bracing of Metal Plate Connected Wood Tn sses. 0 O U EL O © 2006 MiTek@ All Rights Reserved W1 MiTek POWER'TO PERFORM.'" MiTek Engineering Reference Sheet: Mll-7473 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIAPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Job Truss Truss Type 4tY Ply Sandra Brown/Brown Residence 67939 J3 MONO TRUSS 8 1 Job Reference (optional) 1-2-10 v...vv a..Y, �rvva vu,vn u,uuau,va,nw. �uv �a��-0a.Ya.uv cwr royv � Scale = 1:10.5 3-0-0 3-M LOADING (psf) SPACING 2.0.0 CSI DEFL In (loc) Ildeft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 VBrt(LL) -0.00 2.4 >999 360 M1120 249/190 TCDL 7.0 Lumberincresse 1,26 BC 0.11 Vert(TL) -0.01 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20041TP12002 (Matrix) Weight: 13lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 3=1 1 /Mechanical, 2=285/0-8-0, 4=26/Mechanical Max Harz 2=161(load case 5) Max Uplift3=-32(load case 4), 2=-374(load case 6) Max Grav 3=29(load case 3), 2=285(load case 1), 4=52(load case 2) FORCES (lb) - Maximum Compression/Maxlmum Tension TOP CHORD 1-2=0/42, 2-3=-56/12 BOT CHORD 2.4=0/0 s NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL=1.33. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 3 and 374 lb uplift at joint 2. LOAD CASE(S) Standard A WARMNO - Ver(fy design parameters and READ NOTES ON TRIS AND INCLUDED MITER REFERENCE PAGE MR--7473 BEFORE USE. v� Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an individual building component. KIMMIN Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown M iTek� is for lateral support of individual web members only.' Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding pa„e,,, PeRraA„. fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-69 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION 3/; Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/16 , For 4 x 2 orientation, locate plates 0-1r16' 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 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. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wodd Trusses: © 2006 MTek@ All Rights Reserved MiTeke POWER To PERFDRM.- MTek Engineering Reference Sheet: MII-7473 A General 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIAPI 1 Quality Criteria. ob Truss Truss Type aty P7Job dra Brown/Brown Residence 7939 J5 MONO TRUSS 10 Reference (optional) 2-0-10 Chambers Truss Inc., Fort Pierce Ff. 34982, Seng-Chas Tan, PE#467650.0.0 6.300 s Apr 4 2D06 Mrrek Industries, Inc. Tue Jul 36.b2615:37 2007 Page 1 Scale=1:14.1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) -0.03 2-4 >999 360 M1120 2491190 TCDL 7.0 Lumberincrease 1.25 BC 0.36 Vert(TL) -0.07 2-4 >820 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 19lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid calling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=91/Mechanical, 2-333/0-8-0, 4=46/Mechanical Max Horz 2=213(load case 5) Max Uplift3=-92(load case 4), 2=-363(load case 5) Max Grav 3=91(load case 1), 2=333(load case 1), 4=92(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-65127 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7.02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf,, Category II; Exp C; enclosed; MWFRS; Lumber DDL=1.33 plate grip DOL=1.33. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 3 and 363 Ib uplift at joint 2. LOAD CASE(S) Standard - A WARNING . Verify design parameters and READ NOTES ON TMS AND INCLUDED =TEH REFERENCE PAGE 11II-7473 BEFORE USE. w_, Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown M iTek is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION 4_ 1 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. -'/16r. For 4 x 2 orientation, locate plates 0-1r,6' 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING 0 O U EL R Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 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. BCSI1: Building Component Safety Information, Guide to Good Rfactice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. © 2006 MiTek@ All Rights Reserved i1mm El MiTek® POWER'TO PERFORM.' MITek Engineering Reference Sheet: MII-7473 A General 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Job Truss Truss Type qty Ply Sandra Brown/Brown Residence )7939 J7 MONO TRUSS 10 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982, Seng•Chal Tart �E(f46766 6.300 6 Apr 4 2006 MITek Industries, Inc. Tue Jul 31 a70jf:38 2007 Page 1 -2-0.0 7-0.0 Scale=1:17.7 LOADING(psf) SPACING 2-0.0 CSI DEFL In (Joe) Well Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.11 2-4 >695 360 M1120 249/190 TCDL 7.0 Lumberincrease 1.25 BC 0.73 Vert(TL) -0.29 2-4 >278 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPJ20O2 (Matrix) Weight: 26lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=165/Mechanical, 2=397/0-8-0, 4=66/Mechanical Max Horz 2=266(load case 6) Max Upllft3=-177(load case 5), 2=-381(load case 6) Max Grav 3=165(load case 1), 2=397(load case 1), 4=132(load case 2) FORCES(Ib)- MaximumCompresslonlMaxlmumTension TOP CHORD 1.2=0/42, 2.3=-94148 E19T CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7.02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL=1.33. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at)oint 3 and 381 lb uplift at)olnt 2. LOAD CASE(S) Standard A WARNING - Perl(y design parameters and READ NOTES ON THIS AND INCLUDED 211TEK REFERENCE PAGE LM-7473 BEFORE USE. "aff Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responslbilllty of the M iTek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer, For general guidance regarding —w—TO PLRraaM: fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIi Quality Criteria, DSB-89 and BCSII Building Component 14515 N, Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION _� ♦ 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. -'/16 ' 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSIITPI1: 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. © 2006 MTek@ All Rights Reserved MiTeko POWER .TO PERFORM.' Tek Engine ering eering Reference Sheet: MII-7473 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. r, Job Truss ype Qty Ply Sandra Brown/Brown Residence67939 J7A FMONOTRUSS 2 1 Job Reference (optional) 20to-eo w amuora I ru— II u., run rlurvu rl. ovu—, o—q- tal Ian, rCr D-0 O.O.D.3uu 5 Apr 4 LYuo IYII len nluusulCo, Ilrv. luc.,ul .,. Ic.-rv. ry r..r v, ruyc , 2-0-0 1 4-4-0 i 7.0.0 Scale = 1:17.7 LOADING(psf) SPACING 2.0-0 CSI DEFL In (for) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.02 6.7 >999 360 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.02 6-7 >999 180 BCLL 10.a Rep Stress Incr YES WB 0.38 Horz(TL) 0,02 4 n/a We BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 32lb LUMBER BRACING TO,P CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 5.10.7 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=38/Mechanical, 5=-437/Mechanical, 7=1023/0-8-0 Max Harz 7=268(load case 5) Max Uplitt4=-54(load case 6), 5=•437(load case 1), 7=.1320(toad case 5) Max Grav4=38(load case 1), 5=637(load case 5), 7=1023(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0141, 2-3=-10581733, 3-4=-3919 BOT CHORD 2-7=-636/1119, 6-7=-635/863, "=010 WEBS 3-7=-97311250,3.6=-1079/803 NOTES 1) Wind: ASCE 7.02; 140mph (3-second gust); h=12ft; TCDL-4.2psf; BCDL=3.Opsf; Category 11; Exp C; enclosed; MWFRS; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 4, 437 lb uplift at joint 5 and 1320 lb uplift at joint 7. LOAD CASE(S) Standard A WARA4NG - Verijy design parameters and READ NOTES ONTMS AND INCLUDED MUTES REFERENCE PAGE AUT--7473 BEFORE USE. • Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component. building designer truss designer. Bracing ATM" Applicability of design paramenters and proper Incorporation of component Is responsibility of - not shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the M iTek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding — - paara,,,,; fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB•89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION 4_1 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 1/16 For 4 x 2 orientation, locate plates 0-1116" 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Q W O U a O Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS BOTTOM CHORDS 8 7 3 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. PRODUCT CODE APPROVALS [CC -ES Reports: Indicated by symbol shown and/or ESR-131 1, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI l : National Design Specification for Metal Plato 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. © 2006 MiTekO All Rights Reserved MiTek POWER TO PERFORM.- MITek Engineering Reference Sheet: MII-7473 A General 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. MONO TRUSS 12 1 1 167939 1 Chambers Truss Inc., Fort F 1 s -2-0-0 7.0-0 9-0-0 2-0.0 7-0-0 2-0-0 2x3 M112011 4 9.0-0 9-" Scale = 1:24.7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.17 2-5 >606 360 M1120 249/190 TCDL 7.0 Lumberincrease 1.26 BC 0.46 Vert(TL) -0.43 2-5 >237 180 BCLL 10.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 5 nla n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight:41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,213 TOP CHORD Structural wood sheathing directly applied or 6-" cc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid calling directly applied or 10-0-0 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=462/0-8-0, 5=297/Mechanical Max Harz 2=316(load case 5) Max Uplift2=-407(load case 5), 6=-224(load case 5) FORCES(Ib)- Maximum Compression/Maximum Tension TQP CHORD 1-2=0/42, 2-0=-262/58, 3-4=-60/10 BOT CHORD 2-5=-1771181 WEBS 4-5=-27/51, 35=-327/320 NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL=1.33. 2) •This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen forquallty assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 407 lb uplift at joint 2 and 224 lb uplift at joint S. LOAD CASE(S) Standard - A WARHIN&- Der(fy design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MD-7473 BEFORE USE. ESE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. �9Y Applicability of design paromenters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the M iTek 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/TP11 Quality Criteria, DSB-89 and BCSIi Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property ♦1 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss l . Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing, is always required. See BCSI1. 1 „ 2. Truss bracing must be designed by an engineer. For 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, I, or Eliminator —r bracing should be considered. � Cl-2 C2-3 WEBS �a4 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. W T o O b 3 � 3 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate = designer, erection supervisor, property owner and plates 0-1116' from outside a yu U all other interested parties. ed a of truss. g o_ ~ O 5. Cut members to bear tightly against each other. ci-a c6 c5-6 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MTek 20/20 Software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the late P CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section Of the 9730, 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ff. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek@) All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. use green treated lumber may pose unacceptable nmental1, health or performance risks. Consult with environmental, , W1® project engineer before use. Industry Standards: ANSI/TNI : Natjonal Design Specification for Metal ® 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. MiTek BCSI1: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER `TO PERFORM.- ANSI/TPI 1 Quality Criteria. InstalNing & Bracing of Metal Plate , Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 b Truss Truss Type Qty Ply Sandra Brown/Brown Residence rrIc,939 J9A MONO TRUSS 2 1 Job Reference (optional) 0.0.0 -2.0-0 4-4-0 9.0-0 ) Scale = 1:21.7 3%0N ;16 LOADING(psf) SPACING 2.0.0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.03 6-7 >999 360 M1120 249/190 TCDL 7.0 Lumberincreaso 1.26 BC 0.52 Vert(TL) -0.03 6-7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight* 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 5-11.0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=98/Mechanical, 7-885/0.8-0, 6=-208/Mechanical Max Harz 7=318(load case 6) Max Uplift4=-122(load case 5), 7=-1055(load case 6), 6=-208(load case 1) Max Grav 4=98(load case 1), 7=885(load case 1), 6=343(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension JOP CHORD 1-2=0/41, 2-3=-1034/697, 3.4=-62128 bOT CHORD 2-7=-598/1093, 6-7=-598/774, 5-6=0/0 WEBS 3-7--767/945, 3-6=-8351645 NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL-3.0psf; Category II; Exp C; enclosed; MWFRS; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 4,1055 lb uplift at joint 7 and 208 lb uplift at joint 6. LOAD CASE(S) Standard • & WARKVG - Ver(fg design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MU-7473 BEFORE USE. • % Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. designer. V Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllity of the Mire k erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Pa .- s ra M; fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #30D Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property ♦� 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing, is always required. see BCSII I. 1 „ 2. Truss bracing must be designed by an engineer. For 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, I, or Eliminator bracing should be considered. C7-2 C2-3 WEBS �aQ 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. 0 O �� 3 ��1 3 WO 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b = designer, erection supervisor, property owner and plates 0-1i,6' from Outside a_ s'° u U all other interested parties. ed g a of truss. a_ ~ O 5. Cut members to bear tightly against each other. cz a cc z cs b BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available in MTek 20/20 software or Upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 197 at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the late P CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is anon -structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-131 1, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the 9730, 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided"at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur, Icons vary but © 2006 MiTekO All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use green treated lumber may pose unacceptable nmental,1, health or performance risks. Consult with environmental, �® project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal ® 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. MiTe BCSI1: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFOMM.1 ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate MITek Engineering Reference Sheet: Mil-7473 Connected Wood Trusses. Job Truss Truss Type Qty Ply Sandra Brown/Brown Residence 67939 JA MONO TRUSS 2 1 Chamh-- Truss Inc a...r ora...e n I— ¢....,._r�.�� r.._ n Job Reference I optional) 1 -2-0.0 4-4.0 11-0-0 2-0-0 A-A.e c a n e 4-4-0 11-04 4.4-0 6-8-0 N Scale=1:25.9 LOADING(pst) SPACING 2.0-0 CSI DEFL In (foe) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) -0.06 6-7 >999 360 M1120 249/190 TCDL 7.0 Lumberincrease 1.25 BC 0.77 Vert(TL) .0.15 6.7 >546 ISO BCLL 10.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2004rrP12002 (Matrix) Weight: 49 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 6.9-7 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid calling directly applied or 6-M oc bracing. WEBS 2 X 4 SYP N6.3 REACTIONS (lb/size) .4=144/Mechanical, 5=95/Mechanical, 7=871/0.8.0 Max Harz 7=371(load case 5) Max Uplift4=-173(load case 5), 5=-95(load case 1), 7=-966(load case 5) Max Grav 4=144(load case 1), 6=208(load case 5), 7=871(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/41, 2.3--1012/642, 3-4=-88/42 BOT CHORD 2.7=-535/1047, 6-7--535/676, 5.6=0/0 WEBS 3.6=-704/557, 3-7=-750/935 NOTES 1) Wind: ASCE 7-02; 140mph (3second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; enclosed; MWFRS; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 2) *This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 4, 95 lb uplift atjoint 5 and 966 lb uplift at joint 7. LOAD CASE(S) Standard A WARNINs - Verify design parameters and READ NOTES ON THIS AND INCLUDED AfITES REFERENCE PAGE MU--7473 BEFORE USE.� 10 Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown M iTek� is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding P-R m PE—R.,.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION �_� 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ff-in-sixteenths. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides Of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing, is always required. See BCSI1. 1 „ 0- /16 2. Truss bracing must be designed by an engineer. For j 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, I, or Eliminator bracing should be considered. Cl-2 C2-3 WEBS IN czq 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. rr m o u ''� 3 � 3 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate b = designer, erection supervisor, property owner and plates 0-1/I6' from outside yu U all other interested parties. edge of truss. 0 5. Cut members to bear tightly against each other. ci a c6-7 cse 10 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. * Plate location details available in MTek 20/20 Software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the late p CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the 9730, 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ff. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTekO All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use green , treated lumber may pose unacceptable nmental1, health or performance risks. Consult with environmental, W1® project engineer before use. Industry Standards: ANSI/TPLI : National Design Specification for Metal Plate Connected Wood Truss Construction. ® 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek is not sufficient. BCSI l : Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER'TO PERFORM.' ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 Job Truss Truss Type Qty Piy ndra Brown/Brown Residence 67939 JU MONO TRUSS 4 D-010 TIJIb Chambers Truss Inc.. Fort PIA— m 3AU9 soa.._cr.�r ram.. oexecsce Reference o tlonal 0 1.0.0 1-0.0 �.,, ,.. 3 Scale =1:6.6 LOADING(psf) SPACING 2.0-0 CSI DEFL In (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) -0.00 2 n/r 180 M1120 2491190 TCDL 7.D Lumberincrease 1.25 BC 0.30 Vert(TL) -0.00 2 n/r 90 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 We n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 7lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid telling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 4=10/Mechanical, 3=174/Mechanical Max Harz 4=1071(load case 5), 3=-962(load case 5) Max Uplift3=-238(load case 6) Max Grav 4=20(load case 2), 3=174(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/41, 2-3=-978/602 BOT CHORD 2.4=-585/1071 s NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=12ft; TCDL=4.2psf, BCDL=3.Opsf; Category II; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL=1.33. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 238 lb uplift at joint 3. 6) Non Standard bearing condition. Review required. LOAD CASE(S) Standard A WARNINUt- Ver(& design parameters and READ NOTES ON TINS AND INCLUDED hBTEK REFERENCE PAGE MU 7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown M iTek is for lateral support of individual web members only. Additional 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 a. —veara W fabrication, quality control, storage, delivery, erection and bracing, consult ANSIITP11 Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION +1 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/16 , For 4 x 2 orientation, locate plates 0-1r16' 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TP11: Natipnal Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI l : Building Component Safety Information, Guide to Good Practice for Handling, Installing 8, Bracing of Metal Plate Connected Wood Trusses. © 2006 MiTekO All Rights Reserved imm W1 MiTek® r POWER TO PERFORM.- MiTek Engineering Reference Sheet: Mll-7473 A General 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. I , Truss Truss Type Qty Ply Sandra Brown/Brown Residence r67939 JU3 MONO TRUSS 4 1 1.2.10 Job Reference (optional) inn ..uuu s r{pr 4 N.. " I.R IIIYYD{aG3, III.. 1.. -15. .0 L;—..... W. , 3-M Scale=1:10.5 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) -0.01 2.4 n/r 180 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.02 2-4 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 FBC2004ITP12002 (Matrix) Weight: 13lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid calling directly applied or 6.0.0 oc bracing. REACTIONS (Iblslze) 3=299/Mechanical, 4=29/Mechanical Max Harz 3=-743(load case 5), 4=904(load case 5) Max Uplift3=-338(load case 5) Max Grav 3=299(load case 1), 4=59(load case 2) FORCES(Ib)-MaxlmumCompression/Maximum Tension TOP CHORD 1-2=0/41, 2-3=-826/667 BOT CHORD 2-4=-604/904 NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=12ft; TCDL-4.2psf, BCDL=3.Opsf; Category 11; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL=1.33. 2) *This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 338 lb uplift at joint 3. 6) Non Standard bearing condition. Review required. LOAD CASE(S) Standard Q WARNING - Ver(fy design parameters and READ NOTES ONTNTS AND INCLUDED MITER REFERENCE PAGE MR-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. designer. Bracing Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vnwea v rcwraen - fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCS11 Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-11,6' 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS o a-2 c2-3 4 4 WEBS O U vb rL U O ~ C7-8 C6-7 CS-6 tSUI IUM UHUKUJ 8 7 6 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI l : 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 Meal Plate Connected Wood Trusses. A General 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building O= designer, erection supervisor, property owner and U all other interested parties. n_ O 5. Cut members to bear tightly against each other. H 6. Place plates on each face of truss at each 5 joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. © 2006 MiTek® All Rights Reserved im� W1 MiTek® POWER TO PERFORM.'" NUTek Engineering Reference Sheet: MII-7473 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Job Truss Truss Type Ply Sandra Brown/Brown Residence 67939 JU5 MONO TRUSS �Qty 2 1 Job Reference o Uonal 210)4D 1 4-4.0 5-0-0 4-4-0 0.8-0 Scale = 1:14.1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udef1 Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) 0.00 7 >999 360 M1120 249/190 TCDL 7,0 Lumber Increase 1.26 BC 0.94 Vert(TL) 0.00 7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.07 4 n/a Na BCDL 10.0 Code FBC20041TPI2OO2 (Matrix) Weight: 24lb L1IMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 WEBS' 2 X 4 SYP No.3 •EXcept• WI 2 X 4 SYP No.2D REACTIONS (Ib/size) 4=-159/Mechanical, 7=2815/0.8-0, 6=-21771Mechanical Max Harz 7=219(load case 5) Max Upllft4=-169(load case 1), 7=3958(load case 6), 6=-2177(load case 1) Max Grav 4=151(load case 6), 7=2815(load case 1), 6=3168(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/41, 2-3=-9661671, 3-4=-74/58 BOT CHORD 2-7=-576/1032, 6-7=-576/819, 5.6=0/0 WEBS 3-7=-2510/3435, 3-6=-2900/2042 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp C; enclosed; MWFRS; cantilever left exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of wlthstanding 159 lb uplift at joint 4, 3958 lb uplift at joint 7 and 2177 lb uplift at joint 6. 6) Uplift for first LC exceeds limits LOAD CASE(S) Standard A WARWNG - Verfy design parameters and READ NOTES ON TNIS AND DVCLUDED MITES REFERENCE PAGE MR--7473 BEFORE USE. Design valid for use only with Mi rek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown k� is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Mire 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, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION + 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/16" For 4 x 2 orientation, locate plates 0-1gym" 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING 0 1Z 0 U CL O Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS [CC -ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 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. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing 8, Bracing of Metal Plate Connected Wodd Trusses. © 2006 MiTekO All Rights Reserved M1 MiTek® POWER TO PERFORM."' Mirek Engineering Reference Sheet: MII-7473 A General 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Job Truss Truss Type Qty Ply Sandra Brown/Brown Residence 67939 KJ7 MONO TRUSS 4 1 Chambers Truss Inc., Fort Pierce FI.34982, Se I Tan, PE#46765 Job Reference o tlonal PO•l6� 6.300 s Apr 4 2006 MITek Industries, Inc. Tue Jul 31 12:45;46 -age 1 2-9-15 7-0-0 2-10.1 Scale - 1:21.2 0.0-0 2-10-12 0-0-0 7-0.0 2-10.1 LOADING(psf) TCLL 20.0 SPACING 2-M Plates Increase 1.26 CSI TC 0.86 DEFL In (loc) 11defl L/d PLATES GRIP TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(LL) -0.05 2.7 >999 360 Vert(TL) -0.10 2-7 >999 180 M1120 249/190 BCLL 10.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 42 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP N9.2D WEBS 2 X 4 SYP'No.3 REACTIONS (lb/size) 4=48/Mechanical, 2=527/0-11-5, 5=327/Mechanical Max Harz 2=264(load case 3) Max Uplift4=.52(load case 3), 2=-542(load case 3), 5=-195(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2.8=-4881187, 3-8=-440/197, 3-4=-2919 BCTT CHORD 2.9=-262/420, 9-10=-262/420, 7-10=-262/420, 6-7=-262/420, 5-6=0/0 WEBS 3.6=-544/340, 3-7=01387 BRACING TOP CHORD Structural wood sheathing directly applied or8.0-0 oc purllns. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL=1.33. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 4, 542 lb uplift at joint 2 and 195 lb uplift at joint 5. 6) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s)17 lb down and 43 lb up at 4.4-0, 17 lb down and 43 lb up at 4.4.0, and 37 Ib down and 49 lb up at 7-1.15, and 37 lb down and 49 lb up at 7-1-15 on top chord, and 22 lb up at 1-6.1, 22 lb up at 1.6-1,12 lb down at 4.4.0,12 lb down at 4-4-0, and 52 lb down at 7-1.15, and 52 lb down at 7-1-15 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). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-74(F=-37, B=-37) 7=-52(F=-26, B=-26) 8=86(F=43, B=43) 9=22(F=11,13=11)10=-12(F=-6,13 -6) A WARMNW- Ver(fy design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE MD-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component.�ii Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Mire k� 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, DSB-89 and BCSII Building Component 14516 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -'/16.- For 4 x 2 orientation, locate plates 0-1116" 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 0 rr O U o_ O Numbering System 6-4-8 dimensions shown in ff-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSIAPH : Natipnal Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice tor Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 rX O U a- O © 2006 MiTek@ All Rights Reserved MiTek® R ,POWER,TO PERFORM., MiTek Engineering Reference Sheet. MII-7473 A General 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Job Truss Truss Type City Ply Sandra Brown/Brown Residence 67939 KJC MONO TRUSS 2 1 Job Reference (optional! �,%wioU 0-0.0 5.3V0 s Apr 4 2uu6 MITeH maustries, Inc. Tue Jul 31 13hWH6 2007 Page 1 -2-9.15 6.0-13 12.2-5 18-3-14 2.9-15 6.0-13 6-1-9 6-1-9 3.54 12 3x5 M112011cale=1:38.3 3x6 M1120= 3x6 M112011 3x6 M1120= 3x6 M1120= 6x6 M1120= 0.0-0 0-0.0 6-0-13 12-2.5 18-3.14 6-0-13 6-1.9 6-1.9 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) Ildefi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.14 7-8 >999 360 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.24 7-8 >615 180 BCLL 10.0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 94lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.213 WEBS - 2 X 4 SYP No.3 REACTIONS (lb/size) 7=8021Mechanical, 10=154910-11-5 Max Harz 10=420(load case 3) Max Upiift7--594(lood case 4), 10=461 1(load case 3) BRACING TOP CHORD Structural wood sheathing directly applied or4-3.13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. WEBS 1 Row atmidpt 3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-11=-1971/1156, 3.11=-1981/1226, 3.12=-718/466,12-13=-658/459, 4-13=-624/420, 4-5= 600/425, 5-14=-194192,14.16=-87/34, 6-15=-62/7, 6-7--192/212 BOT CHORD 2-16=-1136/2013,16-17=1136/2013,10-17=-1136/2013,10-18=-1136/1593, 9.18=-1136/1593, 9-19=-1136/1593, 8-19=-113611593, 8.20=5391632, 20.21=-539/632, 7-21=-539/632 WEBS 3-10=1405/1513, 5.8=-132/518, 5-7=-645/568, 3.8=-192311845 NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=12ft; TCDL=4.2psY BCDL=3.Opsf; Category II; Exp C; enclosed; MWFRS; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 2) •This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 694 lb uplift atjoint 7 and 1611 lb uplift at joint 10. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)11 lb down and 26 lb up at 44-0,11 lb down and 26 lb up at 44-0, 37 lb down and 49 lb up at 7-1-15, 22 lb up at 9.11-14,101 lb down and 117 lb up at 9.11.14, 42 lb down and 72 lb up at 12-9-13, and 150 lb down and 159 lb up at 12-9-13, and 90 lb down and 117 lb up at 16.7.12 on top chord, and 21 lb up at 1.6-1, 21 lb up at 1-6.1, 16 lb down at 44-0,16 lb down at 4-4-0, 62 lb down at 7-1-15, 92 lb down at 9-11.14, 117 lb down at 12-9-13, and 356 lb down and 232 lb up at 15-7-12, and 1 lb down at 15-7-12 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). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 2-7=-20 Concentrated Loads (lb) i Vert: 11=51(F=26, B=26)12=-37(F) 13=-85(F=-101, B=16) 14=-1 91 (F=-150, 8=42) 16=-90(B)16=21(F=10, B=10)17=-16(F=-8, B=-B) i 18=-26(F)19=46(F) 20=-77(F) 21--355(F) • A WARNWC- V.I fy design parameters and READ NOTES ONTHIS AND INCLUDED MITES REFERENCE PAGE 1119-7473 BEFORE USE. �• Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown M iTek is for lateral support of individual web members only. Additional 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, DSB-89 and BCS11 Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. -'/16.. For 4 x 2 orientation, locate plates 0-1y16' 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING O U EL O R Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Effl Industry Standards: ANSI/TPH : Natipnal Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good ;ractice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. C1 W O U CL O © 2006 MTek@ All Rights Reserved inmm M1 MiTek® a: POWER TO PERFORM.- MTek Engineering Reference Sheet: MII-7473 A General 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. Truss bracing must be designed by an engineer. For Wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. , Job Truss Truss Type Qty Ply Sandra Brown/Brown Residence 67939 V12 VALLEY 1 1 Job Reference o tonal 6-0-0 6-0-0 4x6 MII20= 2 o.Juu 5 Apr o zuuo mien Inausrneu, Inc. I ue Jul a Iz:%0'.g0 zuu/ rage 7 6-0-0 Scale = 1:19.2 0.0.0 3x4 M1120i 2x3 M112011 3x4 M1120z:r LOADING(psf) SPACING 2-0.0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) n/a n/a 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.31 Vert(TL) We n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Cade FBC2004/TPI2002 (Matrix) Weight: 38lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=158112.O.O, 3=158/12.0.0, 4=464/12-0-0 Max Harz 1=-51(load case 6) Max Upliftl=-1107(load case 5), 3=4116(load case 6), 4=-227(load case 5) Max Grav, 1=167(load case 7), 3=167(load case 8), 4=464(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=46/74, 2.3=-76/52 SOT CHORD 1.4=-3/28, 3-4=-3/28 WEBS 2.4=-308/227 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.02; 140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL-1.33. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 6) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 1, 115 lb uplift at joint 3 and 227 lb uplift atjoint 4. LOAD CASE(S) Standard • & WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown M iTe k� is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rawea ro ecwrowiw.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Salety Informa8on available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION ♦ ♦ 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -'/16.. 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, ell by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 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. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing S, Bracirld of Metal Plate • Connected Wood Trusses. © 2006 MiTek© All Rights Reserved MiTek" POWER TO PERPMteM.— MiTek Engineering Reference Sheet MII-7473 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Job — Truss Truss type Qty Pl7[Jb dra Brown/Brown Residence 67939 V4 VALLEY 3)s MII20 1 Reference loptional) 2-0-0 o.ouu a rPr r cuuo nn r eR uruusanes, nrc. r ue Jul ar r c:go:au mur rage r 2-0-0 Scale =1:6.4 3x4 M1120i:�- 4.0.0 30 M1120-- 4-M LOADING(psf) SPACING 2-0.0 CSI DEFL In (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.06 Vert(LL) We We 999 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) n/a n/a 999 BOLL 10.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 10lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 4-" oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (lb/size) 1=94/4-0-0, 3=94/4-0-0 Max Harz 1=42(load case 6) Max Upliftl=-53(load case 6), 3=-53(load case 6) FORCES (lb) -Maximum Compression/MaxfmumTension TOP CHORD 1.2=400/76, 2.3=400/76 BOT CHORD 1.3=58/82 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.02;140mph (3-second gust); h=12ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; enclosed; MWFRS; Lumber DOL=1.33.plate grip DOL=1.33. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at Joint 1 and 53 lb uplift at )olnt 3. LOAD CASE(S) Standard A WARNING - Ver(jy design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MU--7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity,of the iTek 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, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/1's 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. s Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 ell if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 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. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing 8, Bracing of Metal Plate Connected Wood Trusses. 0 IX O U CL O © 2006 MjTekO All Rights Reserved MiTek® POWER, TO PERFDARM.- MTek Engineering Reference Sheet MII-7473 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Job Truss Truss Type Residence 67939 VB ]�QtyPiy VALLEY =Braown = Chambe�nTipss Inc, Fort Pierce FI.34982. Sana-Chat Tan. PE#467e5 onal- — 4.0-0 0-0-0 3x4 M1120i 3x4 MI120-- 3x6 M1120= 2 8-M 4-0-0 8-0-0 8.0-0 Scale = 1:13.5 LOADING(psf) TCLL 20.0 SPACING Plates Increase 2.0-0 1.26 CSI DEFL In (loc) Ildefi Lid PLATES GRIP TCDL 7.0 Lumberincrease 1.26 TC 0.31 BC 0.73 Vert(LL) Vert(TL) n/a n/a 999 n/a n/a 999 M1120 249/190 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. SOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10." oc bracing. REACTIONS (lb/size) 1=242/8-0-0, 3=242/8-0.0 _ Max Horz'1=32(load case 5) Max Upliftl=-137(load case 5), 3--137(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=-257/196, 2.3=-257/196 BOT CHORD 1-3=-150/212 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-second gust); h=12ft; TCDL=4.2psf, BCDL=3.Opsf, Category 11; Exp C; enclosed; MWFRS; Lumber DOL=1.33 plate grip DOL=1.33. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 6) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 1 and 137lb uplift at joint 3. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON IBIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 BEFORE USE. Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the iTek� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding POWCR ♦a PERFORM.` fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-slxteenths. Apply plates to both sides of truss and fully embed teeth. 1/16 , For 4 x 2 orientation, locate plates 0'''h6" 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 plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS BOTTOM CHORDS 8 7 3 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. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI 1: 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 Wodd Trusses _. 0 rY O U a- O © 2006 MiTek@ All Rights Reserved MiTek" PDWER,.To PERFCiRM: " MTek Engineering Reference Sheet MII-7473 A General 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. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is -installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.