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truss informationis .D X019-1534 MiTek" MiTek USA, Inc. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 916-755-3571 Re: 2000302 MURPHY CUSTOM REMODEL The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Louws Truss. Pages or sheets covered by this seal: R64384114 thru R64384117 My license renewal date for the state of Washington is May 25, 2021. GVOL DY4 57182 , Dyer, Cecil November 10,2020 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Job- Truss Truss Type City Ply MURPHY CUSTOM REMODEL R64384114 2000302 S08A GABLE 2 1 Job Reference (optional) LOUWS Truss, Inc, Ferndale, WA - 98245, 8.330 S Oct 7 ZOZO MITSK Industries, Inc. Tue Nov 10 12:31:33 2020 Page 1 ID:m2lgMdCVTgvs65LtLnobDRzhZzl-DOE3UMuZ118KKQ4 DwTW Ivg5?3SVq?6pbwtzaL9yKanu -2-0.0 10.1.0 _ 20-2-0 1 2-0 2-0-0 10-1-0 10-1.0 I 2-0 1-6-0 Scale=1:39.4 LUMBER AND CONNECTOR PLATES (SHOWN DASHED) TO BE CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) 4 = MUST BE FULLY EMBEDDED AND UNDISTURBED. O 18" x 6" 9 q 1 8,Oa 3x6 33 32 7 +++r ++++ ,1 6.00 12 34 +++ ++++ + 35 5 12 5 25 13 4 26 5x6 = 24 14 27 23 28 22 15 36 3x6 29 21 16 30 20 qq 31 5.00 12 19 17 q 3x4 3x4 18 10.1.0 20-2-0 10-1-0 10-1-0 REPAIR: REMOVE 3" OFF THE TOP OF THE TOP CHORD WHERE SHOWN. + + ATTACH 7/16" OSB GUSSET (7/16" RATED SHEATHING 24/16 EXP 1) TO + + ONE FACE OF TRUSS WITH (0.113" X 2") NAILS PER THE FOLLOWING NAIL SCHEDULE: + + 2 X TS - 2 ROWS, 2 X 4'S - 3 ROWS, 2 X 6'S AND LARGER - 4 ROWS: SPACED @ 2" O.C. + + INTO EACH COVERED TRUSS MEMBER. USE 2" MEMBER END DISTANCE. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.03 17 n/r 120 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.05 17 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 18 n/a n/a BCDL 8.0 Code IRC2015/TP12014 Matrix-SH Weight: 93 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 OF No.2 except end verticals. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF No.2 REACTIONS. All bearings 20-2-0 (lb) - Max Horz 32=76(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 32, 18, 26, 27. 28, 29, 30, 31, 24, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 25, 26, 27, 28, 29, 30, 31, 24, 23, 22, 21, 20, 19 except 32=311(LC 23), 18=311(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-32=-265/169, 16-18=-265/164 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=4.8psf; h=25ft; Cat. 11; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -2-0-0 to 1-7-3, Exterior(2) 1-7-3 to 10-1-0, Corner(3) 10-1-0 to 13-8-3, Exterior(2) 13-8-3 to 22-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 14-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 18, 26, 27, 28, 29, 30, 31, 24, 23, 22, 21, 20, 19. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 25, 26, 27, 28, 29, 30, 31, 24, 23, 22, 21, A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 G�C1L D yF� November 10,2020 MiTek MiTek USA, Inc. 400 Sundae Avenue, Suite 270 Job Truss Truss Type ov Ply MURPHY CUSTOM REMODEL R64384115 2000302 S0813 Scissor 10 1 Job Reference (optional) Louws Truss, Inc, Femdale, WA - 98248, 8.330 s Oct 7 2020 MiTek Industries, Inc. Tue Nov 10 12:31:34 2020 Page 1 ID: m2lgMdCVTgvs65LtLnobDRzhZzl-hcnRhhuBW cGByafPUA1_S2d6dsi9kTN18XJBtcyKant -2"0-0 5-1-6 10.1-0 15-0-10 _ _ _ 20-2.0 22-2-0 2.0-0 5-1-6 4-11-10 — 4-11-10 + 5.1.6 2-0 0 THIS REPAIR IS APPLICABLE TO DRAWING NUMBER(S): R64384116,R64384117,R64384114. 3-0-0 4x FOR ALL LUMBER, PLATES, ETC. NOT SHOWN, REFER TO THE ABOVE DRAWING NUMBER(S). Scale=1:42.0 LUMBER AND CONNECTOR PLATES (SHOWN DASHED) TO BE CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) U MUST BE FULLY EMBEDDED AND UNDISTURBED. 12 2x4 11 2x4 11 5-1-6 10-1.0 15-0-10 20.2.0 5.1-6 4-11-10 4-11-10 5-1-6 REPAIR: REMOVE 3 "OFF THE TOP OF THE TOP CHORD WHERE SHOWN. + + + ATTACH 1/2" PLYWOOD OR OSB GUSSET (15/32" RATED SHEATHING 32/16 EXP 1) .I.+ TO EACH FACE OF TRUSS WITH (0.131" X 2.5" MIN.) NAILS PER THE FOLLOWING NAIL SCHEDULE: +++++ 2 X TS - 2 ROWS, 2 X 4'S - 3 ROWS, 2 X 6'S AND LARGER-4 ROWS: SPACED @ 4" O.C. + + + NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 2" O.C. SPACING IN EACH COVERED TRUSS MEMBER. USE 2" MEMBER END DISTANCE. LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 TCDL 10.0 Lumber DOL 1.15 BC 0.59 BCLL 0.0 Rep Stress Incr YES WB 0.44 BCDL 8.0 Code IRC2015/TPI2014 Matrix-SH DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.23 10 >999 240 MT20 220/195 Vert(CT) -0.40 10-11 >595 180 Horz(CT) 0.38 8 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 OF No.2 TOP CHORD BOT CHORD 2x4 DF No.2 WEBS 2x4 OF No.2 BOT CHORD REACTIONS. (size) 12=0-5-8, 8=0-5-8 Max Horz 12=76(LC 11) Max Uplift 12=-47(LC 12), 8=-47(LC 13) Max Grav 12=1005(LC 1), 8=1005(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2737/72, 3-4=-2807/0, 4-5=-2808/0, 5-6=-2738/0, 2-12=-998/100, 6-8=-998/104 BOT CHORD 10-11=-69/2581, 9-10=0/2581 WEBS 4-10=0/2092, 5-10=-203/303, 5-9=-345/43, 3-10=-203/303, 3-11=-345/57, 2-11=-7/2308, 6-9=0/2308 Weight: 101 lb FT = 0% Structural wood sheathing directly applied or 3-2-2 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=4.Bpsf; h=25ft; Cat. 11; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 10-1-0, Exterior(2) 10-1-0 to 13-8-3, Interior(1) 13-8-3 to 22-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 GtiCIL D y�,� November 10,2020 Idl MiTek MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 13 Job' Truss Truss Type City Ply MURPHY CUSTOM REMODEL R64384116 2000302 S08C Scissor 2 1 Job Reference (optional) Louws Truss, Inc, Femdale, WA - 98248, 4-10-6 _ 9-10-0 ~--- - 4-10-6 4-11-10 8.330 s Oct 7 2020 MITek Industries, Inc. Tue Nov 10 12:31:35 2020 Page 1 ID:m2lgMdCVTgvs65LtLnobORzhZzl-AoLpvlvpHvP2akEb2uYD FAHNG2QTwfuNB2hP2yKans 14-9-10 19-11.0 21.11-0 4-11-10 5-1.6 2.0.0 Scale=1:38.1 SAME REPAIR AS TRUSS SOBS IN THE JOB 2000302, MITEK DRAWING NUMBER R64384115. 46 4x6 11 11 7 2x4 11 2x4 11 Plate Offsets (X,Y)— [3:0-2-14,0-2-01,[5:0-2-15,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.22 9 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.39 8-9 >608 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.44 Horz(CT) 0.36 7 n/a n/a BCDL 8.0 Code IRC2015/TP12014 Matrix-SH Weight: 97 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 3-24 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=Mechanical, 7=0-5-8 Max Horz 11=-81(LC 8) Max Uplift 11=-20(LC 12), 7=-48(LC 13) Max Grav 11=836(LC 1), 7=1002(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2707/77, 2-3=-2791/0, 34=-2789/0, 4-5=-2728/17, 1-11=-848/55, 5-7=-995/104 BOT CHORD 9-10=-76/2567, 8-9=0/2571 WEBS 2-10=-369/59, 2-9=-214/316, 3-9=0/2082, 4-9=-212/299, 4-8=-344/48, 1-10=-22/2247, 5-8=0/2300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-8-15, Interior(1) 3-8-15 to 9-10-0, Exterior(2) 9-10-0 to 13-5-3, Interior(1) 13-5-3 to 21-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. Gti ,L D yP� November 10,2020 ,A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing We! is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIf7P1f Quality Criteria, DSB-89 and BCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Job' Truss Truss Type Qty Ply MURPHY CUSTOM REMODEL R64384117 2000302 S08D Scissor 6 1 Job Reference (optional) Louws I cuss, Inc, remoam, vvvt - eoz4o, o.JJU s Ucc r ZULU rvll I eK mousirles, Inc. I ue NOV 1 U 1 c.411= zuzU rage i I D: m21 qM dCVTgvs65 LtLno b D RzhZzl-e7vB6Nw R2 DXvBtpncb4 SXTJTYg01 C N42cgoEyUyKan r 4-10-6 9-10-0 14-9-10 19.8.0 4 4-10-6 4-11-10 -11-10 4-10-6 4x6 11 SAME REPAIR AS TRUSS SOBB IN THE JOB 2000302, 3 46 Scale = 1:37.1 11-C 0110JVM ITIC IRUJJCJ-MI INIi IV U UCR IRUJ ,-NUCVUNIC SYSTEM OF BRACING MUST BE DESIGNED BY THE PROJECT ARCHITECT/ENGINEER TO 10 PREVENT LATERAL DISPLACEMENT OF THE GIRDER TRUSS. SUCH BRACING IS ESSENTIAL 6 TO THE OVERALL STABILITY OF THE STRUCTURE. 2x4 11 2x4 11 4-10-6 9-10-0 + 14-9-10 19-8-0 4-10.6 4-11-10 4.11-10 4-10.6 Plate Offsets (X,Y)— [3:0-2-12,0-2-0) LOADING (pan SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.21 8 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.58 Vert(CT) -0.37 8-9 >626 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.35 6 n/a n/a BCDL 8.0 Code IRC2015/TP12014 Matrix-SH Weight: 92 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=Mechanical, 6=Mechanical Max Horz 10=-66(LC 8) Max Uplift 10=-20(LC 12), 6=-20(LC 13) Max Grav 10=833(LC 1), 6=833(LC 1) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2698/111, 2-3=-2774/65, 3-4=-2774/76, 4-5=-2698/114, 1 -1 0=-845/6 1, 5-6=-845/75 BOT CHORD 8-9=-114/2558, 7-8=-86/2558 WEBS 3-8=0/2071, 4-8=-223/312, 4-7=-367/63, 2-8=-223/312, 2-9=-367/64, 1-9=-52/2239, 5-7=-44/2239 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=4.Bpsf; h=25ft; Cat. 11; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-8-15, Interior(1) 3-8-15 to 9-10-0, Exterior(2) 9-10-0 to 13-5-3, Interior(1) 13-5-3 to 19-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. G-r November 10,2020 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev, 5/19/2020 BEFORE USE. 01, Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ; building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 1 lek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-69 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Rosavilln_ CA 95RR1 Symbols PLATE LOCATION AND ORIENTATION 4 1 li4' 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. O'116' For 4 x 2 orientation, locate plates 0- "16" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 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 Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 0 of O 2 U o_ O H 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: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek' MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 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 BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I 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. 213he design does not take into account any dynamic or other loads other than those expressly stated.