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HomeMy WebLinkAboutProject Information (4) !I ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. i MiTek® C,�,< a 5 RE: M11319 - Carlton w/Sitting -w/ Front Porch MiTek USA, Inc. Site Information: 66904 a1 Parke E3a�sttoBlvd. Customer Info: Wynne Building Corp. Project Name: & CARLTON SITTING ARON FR�N I �1U'RCH Motlel: Lot/Block: Subdivision: Address: UNKNOWN ! City: ST LUCIE COUNTY State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria& Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual,Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 11 T11919020 1 A 8/25/17 12 1 T11919021 1 A5 1 8/25/17 13 T1 1 91 9022 1 A6 1 8/25/17 14 T11919023 1 A7 1 8/25/17 15 1 T1 1919024 1 A8 1 8/25/17 16 1 T1 1919025 1 A9 1 8/25/17 17 1 T1 1 91 9026 1 GRA 1 8/25/17 18 1 T1 1 91 9027 1 GRB 1 8/25/17 19 I T11919028 I J2 1 8/25/17 110 I T11919029 1 J4 1 8/25/17 Ill I T11919030 I J6 1 8/25/17 112 1 T11919031 1 J8 1 8/25/17 113 I T11919032 1 KJ8 1 8/25/17 The truss drawing(s)referenced above have been prepared by , 0011111 ill,, MiTek USA,Inc.under my direct supervision based on the parameters provided by Chambers Truss. ��. 'G ENS' Truss Design Engineer's Name: Velez, Joaquin 0 68182 My license renewal date for the state of Florida is February 28,2019. _ *• •• IMPORTANT NOTE: The seal on these truss component designs is a certification 1 = • � . STATE OF �� that the engineer named is licensed in the jurisdiction(s)identified and that the (V . designs comply with ANSI TPI 1. These designs are based upon parameters �, •• �` Q, �� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �,� •• O R O,.• \,�� given to MiTek. Any project specific information included is for MiTek's customers �� /O NL�� A �`�` file reference purpose only,and was not taken into account in the preparation of i /O N 1`�,���� these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer giro VA No.68182 should verify applicability of design parameters and properly incorporate these designs 'ti In&FL Cert 6634 into the overall building design per ANSUTPI 1,Chapter 2. 69 Par East Blvd.Tampa FL 33610 Date August 25,2017 Velez,Joaquin 1 of 1 i Job Truss Truss Type aty Ply Carlton wl S hing-w/Front Porch i' T11919020 M11319 A COMMON 9 1 Job Reference(optional) ~ Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc.Fri Aug 25 08:38:14 2017 Page 1 I D:a3B4PavKnnZweXyJckSFBgyuFU N-I otyopsdC7 EQiCwGdTGgH rKrPYri5c7i0YnONDeykNH7 1-0-Q 6-7-13 12-4-13 + 17-0-0 21-7-3 27-4-3 34-0-0 35-0-0 i-0-0 61 77 13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 1-0-0 Scale=1:59.2 4.00 12 5x6= 6 27 2x3 II P5 26 28 2x3 II 4x6% 5 7 4x6 4 - 8 3x4% 3x4 3 9 24 29 N1 2 10 1110 � I�, 17 16 15 30 31 14 13 12 4x5— 2x3 I 4x6= 3x8= 3x8= 4x6= 2x3 I 4x5= 6-7-13 12-4-13 21-7-3 27-4-3 34-0-0 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 Plate Offsets O,Y)-- 14:0-3-0 Edge],f8:0-3-0 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.29 14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.72 14-15 >568 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.14 10 n/a n/a BCDL 10.0 Code FBC2014/fP12007 (Matrix-M) Weight:163lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-2-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (ib/size) 2=1362/0-8-0,10=1362/0-8-0 Max Horz 2=-179(LC 8) Max Uplif112=832(LC 10),10=-832(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-24=-3190/2219,3-24=-3135/2233,3-4=-2661/1947,4-5=-2613/1955,5-25=-2660/2065, 25-26=-2615/2071,6-26—2600/2061,6-27=-2600/2061,27-28=-2615/2071, 7-28=-2660/2065,7-8=-2613/1955,8-9=-2661/1947,9-29=3135/2233,10-29=-3190/2219 BOT CHORD 2-17=1971/2974,16-17=-1971/2974,15-16=-1971/2974,15-30—1233/1935, 30-31=-1233/1935,14-31=-1233/1935,13-14=1971/2974,12-13=-1971/2974, 10-12=-1971/2974 WEBS 6-14=5791929,7-14=-314/346,9-14-554/402,6-15=579/929,5-15=314/346, 3-15=554/402 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=62ft;L=34ft;eave=61t;Cat.li; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 13-7-3,Exterior(2)13-7-3 to 17-0-0,Intedor(1)20-4-13 to 31-7-3 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=I O.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 832 lb uplift at joint 2 and 832 lb uplift at joint 10. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)50 lb down and 47 lb up at 15-0-0, and 50 lb down and 47 lb up at 19-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6—54,6-11=-54,18-21—20 Concentrated Loads(lb) Vert:26=-50(F)27=-50(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH--7473 rev.1010312015 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 inust verify the applicability of design parameters and properly incorporate this design Into the overall V building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse wlth possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Carlton w/S sting-w/Front Porch T11919021 M11319 AS SPECIAL 9 1 Job Reference o tional r Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Aug 25 08:38:16 2017 Page 1 ID:2GIScwwyY5hnGhXVAR7 kuyuFUM-m_RK09tGzJMHJMVSBAnwg3sygy9RLcrAnR8wi5ykNH6 -0 Q 7-8-5 10-6-4 17-0-0 20-4-8 26-4-0 34-0-0 �'35-0-0 11 7-8-5 2-9-15 6-5-12 3-4� 5-11-8 r 7-8-0 Scale=1:61.2 5x12 MT18HS= 4.00 F12 6 2x3 2x3 11 I I 22 7 4x6% 3x6 5 8 3x4 2x3� 4 3 9 23 i 14 10 „ 21 N I ,n 1 2 5x12 MT18HS= 1c$ o � 13 12 6x10= 2x3 11 3x6 3xio= 2.00 F12 10-6-4 20-4-8 26-4-0 34-0-0 10-6-4 9-10-4 5-11-8 7-8-0 Plate Offsets(X Y)— f2:0-2-2 0-0-71 f4.0-3-0 Edqel f10.0-3-14 0-1-81 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.75 13-14 >547 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(fL) -1.34 13-14 >305 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(fL) 0.43 10 n/a n/a BCDL 10.0 Code FBC2014fFP12007 (Matrix-M) Weight:154lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-9-5 oc bracing. WEBS 2x4 SP No.3`Except` WEBS 1 Row at midpt 6-14 6-14:2x4 SP M 30 REACTIONS. (lb/size) 2=1297/0-8-0,10=1327/0-8-0 Max Horz2=179(LC 9) Max Uplift2=-795(LC 10),10=812(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-21=5411/3666,3-21=5340/3679,3-4=-5043/3410,4-5—5001/3413,5-22=-5080/3521, 6-22—5028/3530,6-7=2354/1838,7-8=-2341/1757,8-9=-2395/1744,9-23=-2908/2056, 10-23=-2972/2040 BOT CHORD 2-14=-3373/5151,13-14=-1283/2081,12-13=-1793/2759,10-12=-1793/2759 WEBS 3-14=-353/341,5-14=-269/315,6-14=2053/3226,6-13=-220/504,9-13=615/446 NOTES- 1)Unbalanced roof five loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=62ft;L=34ft;eave=6ft;Cat.If; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 13-7-3,Extefior(2)13-7-3 to 17-0-0,Interior(1)20-6-4 to 31-7-3 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`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. 6)Bearing at joint(s)2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of beating surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 795 lb uplift at joint 2 and 812 lb uplift at joint 10. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MO-7473 rev.1010312015 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 over" building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i i Job Truss Truss Type aty Ply Carlton w/Sitting-w/Front Porch I T11919022 M11319 A6 SPECIAL 1 1 - Job Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 M7ek Industries,Inc. Fri Aug 25 08:38:16 2017 Page 1 I D:2GIScwwyY5hnGhXVARzUkuyuFU M-EB?iDVuukdU8xW 4eku19MGP4NM Uc4?xJO5tTHXykN H5 1-0- 7-10-1 16-0-0 18-0-0 20-4-8 25-11-15 34-0-0 5-0 -0-0 7-10-1 8-1-15 2-0-0 2-4-8 5-7-7 8-0-1 -0-0 Scale:3/16°-V 5x8 MT78HS 4.00 12 � 4x10= 5 6 2x3 3x4 US 5x6 3 4 78 N N 21 22 n1 14 9' 10 '2 2 In 6x10MT18HS= 13 Im 0 6 3x4= 12 11 5x6= 2x3 II 4x5= 3x12 2.00 12 10-6-4 15-0-0 6-0 20-4-8 25-11-15 34-0-0 10-6-4 4-5-12 10"1 4-" 5-7-7 8-0-1 Plate Offsets(X Y) f2:0 1 15 Edgel f4:0-3-0 Edgel f5:0-4-0 0-2-61f6:0-5-0 0-1-131f7.0-2-7 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.71 13-14 >573 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -1.14 14-17 >357 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.42 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:156 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3`Except` 5-14:2X4 SP M 30 REACTIONS. (lb/size) 2=1298/0-8-0,9=1326/0-8-0 Max Horz2=-169(LC 8) Max Uplift2=795(LC 10),9=-812(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-21=-5496/3365,3-21—5435/3381,3-4=4884/2829,4-5=4818/2850,5-6=2295/1560, 6-7=-2323/1491,7-8=-2331/1469,8-22=-2885/1845,9-22=-2996/1827 BOT CHORD 2-14=-3094/5236,13-14=-1203/2342,12-13=-1109/2160,11-12=-1593/2784, 9-11=-1593/2784 WEBS 3-14=639/681,5-14=-1465/2737,5-13=-504/238,6-13=-243/615,8-12=-727/545 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=62ft;L=34ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 31-7-3,Exterior(2)31-7-3 to 35-0-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 795 lb uplift at joint 2 and 812 lb uplift at joint 9. ®WARNING-Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.101=015 BEFORE USE. Design valid for use only With MlTek6 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 -•Y building design. Bracing Indicated Is to prevent buckling of individual Truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Carton w/Sitting-w/Front Porch - ,T11919023 M11319 A7 SPECIAL 1 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc.Fri Aug 25 08:38:162017 Page 1 ID:W SJgpGwal Ppeur6hk9UjG5yuFU L-EB?iDV uukdU8xW4ekul9MGP8bMVb4x8JO5tTHXykNH5 r1-0-Q 7-10-1 20-0-0 25-11-15 34-0-0 35-0-p 1110 7-10-1 614-0-0-1-15 6-0-0 5-11-15 8-0-1 11-0 Scale=1:62.3 5x10= 5x6= 4.00 12 4 5 2x3 Z- 3x4 3 6 v 18 19 u>1 2 11 7 8 N �rL ij 5x12 MT18HS= Im o 10 g 5x12= 2x3 II 4x5= 3x10= 2.00 12 10-6-4 14-0-0 20-4-8 25-11-15 34-0-0 10-6-4 375-12 6--4 5-7-7 8-0-1 Plate Offsets(X Y)-- (2-0-2-6 0-0nf4:0-5-0 0-1-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.69 10-11 >594 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -1.26 10-11 >325 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.42 7 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight:149lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1297/0-8-0,7=1327/0-8-0 Max Harz 2=-1 49(LC 8) Max Uplift2=-795(LC 10),7=-812(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-5456/3360,3-18=-5389/3376,3-4=-4936/2939,4-5=-2180/1509,5-6=-2386/1553, 6-19=-2880/1844,7-19=-2947/1827 BOT CHORD 2-11=3086/5197,10-11=-1 562/2838,9-1 0=-1 588/2733,7-9=-1 58812733 WEBS 3-11=-508/559,4-11=-1 290/2479,4-10=-839/459,5-10—180/462,6-10=-593/449 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=62ft;L=34ft;eave=6ft;Cat.If; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 31-7-3,Exterior(2)31-7-3 to 35-0-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water pending. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 795 lb uplift at joint 2 and 812 lb uplift at joint 7. I �1 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.Tols 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 MiTek' 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,seeANSI/TPI t Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 it i Job Truss Truss Type Qty Ply Carlton w/Sitting-w/Front Porch I� T11919024 M11319 A8 SPECIAL 1 1 Job Reference(optional) r Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Aug 25 08:38,17 2017 Page 1 I D:W SJgpGwal Ppeur6hk9UjG5yuFUL-jNZ4QrvW Vwc?ZgfrlbpOvUyJ7m r1 pT3SFId1 pzykN H4 r1-0-Q 7-8-5 12-0-0 1{ 5 8-4 i 20-4-8 i 22-" 24-8-12 i 34-0-0 35-0-0 �1-0-0 7-8-5 4-3-11 3-8-4 4-8-4 1-7-8 2-8-12 9-3-4 1-0-0 Scale=1:62.2 5x6= 3x4 2x3 II 5x8= = 4.00 12 4 21 5 6 22 7 2x3 2x3:Z 8 3 N_ 20 23 c u�1 2 t3 9 10 N �Ir j 5x12 MT18HS o � 12 11 5x12= 3x4= 4x6— 3x10= 2.00 12 10-6-4 20-4-8 2211 34-" 10-6-4 9-10-4 1-7-8 12-" Plate Offsets(X Y)-- f2.0-2-2 0-0-7j (7:0-5-8 0-2-81 [9:0-2-6 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.67 12-13 >612 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -1.22 12-13 >335 240 MT18HS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.40 9 n/a n/a BCDL 10.0 Code FBC20141FP12007 (Matrix-M) Weight:155 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1292/0-8-0,9=1332/0-8-0 Max Horz2=129(LC 9) Max Uplift2=-793(LC 10),9=-814(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-20=-5414/3403,3-20=-5345/3418,3-4=-4950/3025,4-21=-3848/2451,5-21=-3848/2451, 5-6—2480/1708,6-22=2489/1718,7-22=-2489/1718,7-8=2489/1662,8-23=-2733/1842, 9-23=2808/1822 BOT CHORD 2-13=-3125/5155,12-13=-1880/3188,11-12=1278/2325,9-11=-1 57212 59 3 WEBS 3-13=-440/489,4-13_871/1560,5-13=330/837,5-12=-887/585,6-12=-257/270, 7-12=371/499,7-11=-248/439,8-11=416/434 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASIDE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=62ft;L=34ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 31-7-3,Exterior(2)31-7-3 to 35-0-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 793 lb uplift at joint 2 and 814 lb uplift at joint 9. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M➢-7473 rev.1010312015 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 appilcab0ity of design parameters and properly incorporate this design Into the overall pq�i 1 Wilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing INAT��• 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,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd: Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Carnonw/Sitting-w/Front Porch T11919025 M11319 A9 HIP 1 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MITek Industries,Inc.Fri Aug 25 08:38:18 2017 Page 1 1 D:_etC1 cxC3ixVV?huls?ypJyuF UK-BZ7TeBvBGEksApE 1 sJKdShUV R9GgYyacTPMaM PykNH3 r1-0-Q 6-7-15 10-0-0 17-0-0 24-0-0 27-4-1 34-0-0 _ 35-0-Q 10-0 6-7-15 3-4-1 7-0-0 7-0-0 3-4-1 6-7-15 1-0-0I Scale=1:60.1 4x10= 2x3 11 4x10= 4.00 FIT 4 23 24 5 25 26 6 2x3 2x3 3 7 22 27 N 28 21 M 8 g yr N1 2 Ir O O 14 13 12 11 10 4X5= 3x4 3x6= 3x8= 3X6= 3x4= 4x5= 10-1-12 17-" 23-10-4 34-" 10-1-12 6-10-4 6-10-4 10-1-12 Plate Offsets(),Y) (2:0 2 14 Edge) (4:0-5-8 0-2-0) (6:0-5-8 0-2-0) f8:0-2-14 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.36 12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.56 12-14 >723 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 HOrc(fL) 0.14 8 n/a n/a BCDL 10.0 Code FBC2014/fP12007 (Matrix-M) Weight:153lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-10-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1312/0-8-0,8=1312/0-8-0 Max Harz 2=109(LC 9) Max Uplift2=-803(LC 10),8=-803(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-21=-2958/2493,21-22=-2901/2500,3-22=-2884/2506,3-4=-2708/2295, 4-23=-3100/2680,23-24=3100/2680,5-24=-3100/2680,5-25=3100/2680, 25-26=3100/2680,6-26=-3100/2680,6-7=-2708/2295,7-27=-2884/2506, 27-28=-2901/2500,8-28=-2958/2493 BOT CHORD 2-14=2224/2752,13-14=-1939/2562,12-13=1939/2562,11-12=-1939/2562, 10-11=-1 939/2562,8-10=-2224/2752 WEBS 4-14=119/372,6-10=119/372,5-12=400/457,3-14=-255/339,4-12—490/727, 6-12—490/727,7-1 O=256/339 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=6211;L=34ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 5-2-5,Exterior(2)5-2-5 to 10-0-0,Interior(1)14-9-11 to 19-2-5,Exterior(2)24-0-0 to 35-0-0 zone;C-C for members and forces&MW FRS for reactions shown; 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 has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 803 lb uplift at joint 2 and 803 lb uplift at joint 8. i ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.lhls 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 MiiTek` 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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd: Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I I I Job Truss Truss Type City Ply Carlton w/Sitting-w/Front Porch T11919D26 M11319 GRA HIP 1 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 M7ek Industries,Inc. Fri Aug 25 08:38�19 2017 Page 1 1 D:_etC l cxC3ixVV?huls?ypJyuFUK-f mhrrXwm 1 YsjozpDQOrs_vl ZsZeyHHrii368usykNH2 1-0 8-0-0 11-1-1 17-0-0 18-6-0 22-2-2 26-0-0 34-0-0 J 5-0 -0-0 8-0-0 3-1-1 5-10-15 1-6-0 3-8-2 3-9-14 8-0-0 1-0-0 Scale=1:62.3 THIS COMPONENT IS TO BE USED IN 4x5—_ CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND 11 14 WITH NEGLIGIBLE LATERAL DEFLECTIONS. 9 7x12 6 17 6x10 4.00 12 4 3x6 19 3 = 13 16 5x 21 10 N N1 2 22 23 I Ch o 29 28 27 26 25 24 3x6 II 3x6= 6x8= 3x6= 6x8= 4x4= 3x4 6x8= 8-0-0 11-1-1 18-6-0 26-" 34-" 8-" 3-1-1 7-4-15 7-6-0 8-0-0 Plate Offsets(X Y)-- f2:0-3-14 0-1-8) (3:0-5-0 Edge) f21:0-3-4 Edge) f22:0-2-10 Edge) f24:0-3-8 0-3-01 (27.0-3-8 0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.09 24-35 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(rL) -0.19 24-26 >966 240 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-M) Weight:194 lb FT=0 LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc puriins. Except: BOT CHORD 2x4 SP M 30 1 Row at midpt 8-21 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s):7,8,19,17,14 REACTIONS. All bearings 0-8-0. (lb)- Max Horz 2=179(LC 7) Max Uplift All uplift 100 lb or less at joint(s)except 2=368(LC 8),27=-1155(LC 8),26=-1475(LC 8),22=640(LC 8) Max Grav All reactions 250 lb or less at joint(s)except 2=518(LC 13),27=2208(LC 13),26=2904(LC 14), 22=1007(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3_576/359,3-5=-341/869,5-7=611/1223,7-8=611/1223,8-10=-611/1223, 10-12=-611/1223,12-13=-611/1223,13-15=-611/1223,15-16=611/1223, 16-18=-611/1223,18-20=-2160/1238,20-21=2160/1238,21-22=-2203/1230, 4-6=168/262,6-9=142/324,9-11=-117/373,11-14=204/423,14-17=-109/288, 19-21_159/267 BOT CHORD 2-29=-221/617,28-29=-169/489,27-28=-169/489,26-27=-789/470,25-26=367/608, 24-25=-367/608,22-24=-1052/2041 WEBS 3-29=-451/1099,3-27=-1720/917,5-27=-723/584,5-26=-536/332,13-26_950/623, 18-26=-2349/1426,18-24=-869/1766,21-24=16/359,4-5=-573/475,19-20=-314/280, 14-15=-547/386,11-12=-270/85 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=62ft;L=34ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x3 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 368 lb uplift at joint 2,1155 lb uplift at joint 27,1475lb uplift at joint 26 and 640lb uplift at joint 22. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)967 lb down and 461 lb up at 26-0-0,and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 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 MiTek` 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,seeANSf/TPI i Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd., Safety Information available from Truss Plate Institute.218 N.Lee Street-Suite 312.Alexandria,VA 22314. Tampa,FL 33610 I - I it I I Job Truss Truss Type Qty Ply Frlton w/Silting-w/Front Porch M11319 GRA HIP 1 1 Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Aug 25 08:38'19 2017 Page 2 I D:_etC 1 cxC3ixVV?huls?ypJyuFUK-fm hrrXwm 1 YsjozpDQOrs_vl ZsZeyH Hrii368usykN H2 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,21-23=54,29-30—20,24-29—47(F—27),24-33_20,3-11=126(F=-72),11-21=-1 26(F=-72) Concentrated Loads(lb) Vert:29=-641(F)24=641(F) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall r building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 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,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 � I Job Truss Truss Type Qty Ply L Carltonw/Silting-w/Front Porch e� T11919027 M11319 GRB HIP 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 Mi rek Industries,Inc.Fri Aug 25 08:38:20 2017 Page 1 I D:SrRaEyyrgO4M78G4raW BLWyuFUJ-7yFD3b(Oor?aQ7O PzkN5X6ZgMisaOrfvxjrhQlykN H 1 1-0-Q 8-0-0 14-0-9 79-11-7 26-" 34-0-0 35-0-0 r1-0-0 8-0-0 6-0-9 5-10-13 6-0-9 8-" 1-" Scale=1:60.1 4.00 F12 5x6= 3x4= 4x6= 3x8= 5x6= .3 22 4 5 6 23 7 N N1 2 8 9 w a 6 0 15 14 13 12 11 10 4x8__ 6x8= 5x8 MT18HS—_3x4= 2x3 II 6x8= 4x8— 5x8 MT'18HS= i 8-0-0 14-0-9 19-11-7 26-" i _ 34-0-0 8-0-0 6-0-9 5-10-13 6-0-9 8-0-0 Plate Offsets(X,Y)-- f5:0-3-0 Edge],f10:0-3-8 0-3-01 j15:0-3-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.65 12-13 >623 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -1.00 12-13 >407 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(TL) 0.23 8 n1a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:295lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2900/0-8-0,8=2900/0-8-0 Max Horz2=90(LC 7) Max Uplift2=-1894(LC 8),8=1894(LC 8) Max Grav2=3354(LC 13),8=3354(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-9225/5018,3-22=-8829/4873,4-22=-8829/48731 4-5—11521/6404,5-6=11521/6404, 6-23=-8830/4873,7-23=-8830/4873,7-8=-9226/5018 BOT CHORD 2-15=-4634/8748,14-15=-6222/11541,1 3-1 4=-6222/1 1 541,12-13_6223/11520, 11-12=6223/11520,10-11=-6223/1 1 520,8-10=4634/8681 WEBS 3-15=-1058/2378,4-15=-3076/1684,4-13=0/412,6-12=0/412,6-10=3075/1685, 7-10=1059/2378 NOTES- 1)2-ply truss to be connected together with 1 od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=62ft;L=34ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.33 plate grip DOL=1.33 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1894 lb uplift at joint 2 and 1894 lb uplift at joint 8. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)967 lb down and 461 lb up at 26-0-0,and 967lb down and 461 lb up at'8-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek©connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate 111-16s design into the overall p� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Itl9f q t'�k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIJTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 ;I I i I Job Truss Truss Type Qty Ply Carltonw/Sitting-w/Front Porch j �T11919027 M11319 GRB HIP 1 2 Job Reference(optional) •Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc.Fri Aug 25 08:38:20 2017 Page 2 I D:SrRaEyyrgO4M78G4raW BLWyuFUJ-7yFD3txOor?aQ7OPzkN5X6ZgMiSaOrfvxjrhQlykN H1 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=54,3-7=-131(F—77),7-9=-54,15-16=-20,10-15=-49(F=-29),10-19=20 Concentrated Loads(lb) Vert:15=-641(F)10=-641(F) i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev.10703/2015 BEFORE USE. Design valid for use only with MiTek®connectors.fits design is based only upon parameters shown.and Is for an individual building component,not a tuns system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additlonal temporary and permanent bracing MiTeW 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,socANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.I Safety Information available from Truss Plate Institute-218 N.Lee Street-Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Qty Ply Carlton w/Sitting-w/Front Porch T71919028 M11319 J2 MONO TRUSS 8 1 Job Reference(optional) •Chambers Truss, Fort Pierce,FL 7.640 s Aug 162017 MiTek Industries,Inc.Fri Aug 25 08:3820 2017 Page 1 ID:xl?zSlzTbJCDIIrGPHlQukyuFUi-7yFD3txOor?aQ7OPzkN5X6Zwzz 16OzTvxjrhQlykNHI -1-0-0 2-0-0 1-0-0 2-0-0 Scale=1:7.9 3 4.00 12 2 1 1>< 4 >< 3x4= 2-M 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]oc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) Weight:8 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=37/Mechanical,2=143/0-8-0,4=21/Mechanical Max Horz 2=67(LC 10) Max Upljft3—30(LC 10),2=-131(LC 10),4=-3(LC 7) Max Grav3=37(LC 15),2=143(LC 1),4=29(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;13=62ft;L=34ft;eave=6ft Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown; 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 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 3,131 lb uplift at joint 2 and 3 lb uplift at joint 4. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M➢-7473 rev.10/0"015 BEFORE USE. Design valid for use only with MITek®connectors.TMs design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer m6st verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and braclnd of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I I I Job Truss Truss Type Qty Ply Carhonw/Sitting-w/Front Porch fT11919029 M11319 J4 MONO TRUSS 8 1 Job Reference(optional) •Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc.Fri Aug 25 08:38:20 2.017 Page 1 I D:PDYLfd_5MdK4MSQTz?ZfRxyu FUH-7yFD3txOor?aQ7OPzkN5X6ZtyzbhOzTvxjrhQlykNH1 -1-0- 4-0-0 1 -00 4-0-0 Scale=1:11.2 3 4.00 12 2 1 4 3x4= 4-0-0 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-M) Weight:14lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=79/Mechanical,2=229/0-8-0,4=39/Mechanical Max Horz2=104(LC 10) Max Uplift3=-75(LC 10),2=171(LC 10),4=-2(LC 10) Max Grav3=79(LC 1),2=229(LC 1),4=60(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft B=62ft;L=34ft eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown; 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 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 75 lb uplift at joint 3,171 lb uplift at joint 2 and 2 lb uplift at joint 4. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/201S 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 verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and miss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Safety Information avallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 ;l , II I Job Truss Truss Type Qty Ply Carlton w/S sting-w/Front Porch T11919030 M11319 J6 MONO TRUSS 8 1 - Job Reference(optional) •Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc. Fri Aug 25 08:38:21 2017 Page 1 ID:tP6jtz_j7xSx_c_fXi4uz9yuFUG-bBobGDy1Z97Q1 HzcXRuK3K63eNIZIQj29NbEykykNHO -1-0-0 6-0-0 1-0-0 6-0-0 Scale=1:14.5 3 4.00 12 2 t 4 3x4= 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.05 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.09 4-7 >822 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014(fP12007 (Matrix-M) Weight:20 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=123/Mechanical,2=319/0-8-0,4=53/Mechanical Max Horz 2=142(LC 10) Max Uplift3—119(LC 10),2=217(LC 10) Max Grav3=123(LC 1),2=319(LC 1),4=88(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASIDE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=62ft L=34ft;eave=6ft Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown; 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 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 lb uplift at joint 3 and 217 lb uplift at joint 2. I ®WARNING-Verity deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mif-7473 rev.1010312015 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 miss 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 MiTek' 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,seeANSi/7131I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I� i I Job Truss Truss Type Qty Ply Carlton w/Sitting-w/Front Porch T11919031 M11319 J8 MONO TRUSS 20 1 Job Reference(optional) 11 , Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc.Fri Aug 25 08:38:21 2017 Page 1 ID:tP6jtz_j7xSx_c_Vi4uz9yuFUG-b8obGDy1 Z97Q1 HzcXRuK3K6?jNDBIQj29NbEykykNHO 1-0-0 8-0-0 Scale=1:17.7 3 4.00 F12 9 8 2 1 dd 4 4x4= 8-0-0 8-0-0 Plate Offsets(X Y)-- f2:0-2-6 0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.11 4-7 >865 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.27 4-7 >350 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a rita BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:26lb FT=0 LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-9-1 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 3=164/Mechanical,2=411/0-8-0,4=68/Mechanical Max Horz2=180(LC 10) Max Uplift3—160(LC 10),2=-265(LC 10) Max Grav3=164(LC 1),2=411(LC 1),4=118(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;13=62ft;L=34ft;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 3-1-13,Exterior(2)3-1-13 to 7-11-8 zone;C-C for members and forces&MW FRS for reactions shown;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 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 160 lb uplift at joint 3 and 265 lb uplift at joint 2. it I !I ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MO-7473 rev.1010312015 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 Iva building design. &acing indicated is to prevent buckling of Individual truss web and/or chord members oNy.Additional temporary and permanent bracing Mi1'ek' 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,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandrla,VA 22314. Tampa,FL 33610 i � I Job Truss Truss Type city Ply Carhonw/Sitting-w/Front Porch � T11919032 M11319 KJB MONOTRUSS 4 1 Job Reference(optional) •Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc.Fri Aug 25 08:38:22 2017 Page 1 ID:Lcg54J?LuEancmZr4Qb7WMyuFUF-3LMzUYyfKTFHfRYo58PZcXfFlnhZUn5801KoVBykNH? -1-5-0 7-3-4 i 11-3-0 1-5-0 7-3-4 3-11-12 Scale=1:20.8 4 2.83 F12 3x4 3 2 a 7 6 3x4= 2x3 II 5 3x4= i 73-4 __ 113-0 73-4 3-11-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.05 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.11 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:44lb FT'=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=207/Mechanical,2=482/0-11-5,6=556/Mechanical Max Horz 2=244(LC 8) Max Uplift4=-207(LC 8),2=-312(LC 8),6=277(LC 8) Max Grav4=250(LC 13),2=482(LC 1),6=574(LC 13) FORCES, (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1090/498 BOT CHORD 2-7=662/1072,6-7=-662/1072 WEBS 3-7=0/309,3-6—1177/727 NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=62ft;L=34ft;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.33 plate grip DOL=1.33 2)na 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 207 lb uplift at joint 4,312 lb uplift at joint 2 and 277 lb uplift at joint 6. 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)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-54 Trapezoidal Loads(pit) Vert:2=0(F=27,B=27)-to-4=152(F=49,B=-49),8=0(F=10,B=10)-to-5=-56(F=18,B—18) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE Design valid for use oNy with MlTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a tans system.Before use,the building designer must verify the applicability,of design parameters and properly incorporate this design Into the overall , building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing;of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6-4-8 1 dimensions shown In ft-in-sixteenths Failure to Follow Could Cause Property offsets are-indicated. -_ ---_(Drawings not-to scale)-_ Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth, TOP CHORDS diagonal or X-bracing,is always required. See SCSI. 1 , c1-2 C23 2. Truss bracing must be designed by an engineer.For wide truss spacing,Individual lateral braces themselves 0 WEBS may require bracing,or alternative Tor I � Q bracing should be considered. 0 5 �''> ya�� I[N O 3. Never exceed the design loading shown and never aU stack materials on Inadequately braced trusses, 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c�a c5� designer,erection supervisor,property owner and plates 0-11Z from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This Symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 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 Trusses are designed for wind loads in the plane of the specified, by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated, Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. - - _- 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek@ All Rights Reserved approval of an engineer, reaction section indicates joint number where bearings occur, 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only, ��s 18.Use of green or treated lumber may y pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone Nil DSB-89: Design Standard for Bracing. is not sufficient. Is BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTekANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:Mll-7473 rev, 10/03/2015