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Sri SCANNtU ® (� Lumber design -values are in accordance with ANSI/TPI 1 section 6.3 stuelor,Anfli'" These'truss designs rely on lumber values established by others. MiTek® RE: M11364 - 70' ROYAL W/2 CAR GARAGE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Wynne Project Name: M11364 Model: Tampa, FL 33610-4115 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 19 individual, dated 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# I Truss Name Date I No. I Seal# I Truss Name Date 1 T13631434 1 A 3/29/18 118 1 T13631451 KJ7 3/29/18 12 I T13631435 J Ai 1 3/29/18 119 1 T13631452 1 KJ8 1 3/29/18 13 1 T13631436 1 A2 1 3/29/18 1 14 1 T13631437 1 A3 1 3/29/18 15 1 T13631438 I A4 1 3/29/18 16 1 T13631439 1 ATA 1 3/29/18 17 1 T13631440 1 ATB 1 3/29/18 18 1 T13631441 1 BHA 1 3/29/18 19 1 T13631442 1 GRA 1 3/29/18 110 I T13631443 I J1 1 3/29/18 11 I T13631444 I J2 1 3/29/18 112 I T13631445 I J3 1 3/29/18 113 I T13631446 I J4 1 3/29/18 114 I T13631447 I J5 1 3/29/18 15 IT13631448IJ6 3/29/18 16 I T13631449 I J7 1 3/29/18 117 I T13631450 I J8 1 3/29/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin 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 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. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of 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 dd verify applicability of design parameters and properly incorporate these designs �,,?rall building design per ANSI/TPI 1, Chapter 2. `� PQU I N 68182 3 STATE OF :�44/ s/O N A1- lil/11111s",, Joaquin lez PE No.68182 Mif k US , Inc. FL Cart 6634 69 Park East Blvd. Tampa FL 33610 Date March 29,2018 Velez, Joaquin 1 of 1 Job+ Truss Truss Type Oty Ply 70' ROYAL W/2 CAR GARAGE T73631434 M11364 A HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 29 09:07:28 2018 Page 1 ID:OLuizpiQ?_SmS_JUbP6BgtzFJ4j-IBZnOknOr9UHOeGU 1 cTv5dfnDgcnYAt9eM2YgSzW77T i-0-q 6.7.15 10-0-0 14-11-0 19-11-8 25-0-0 28-4-1 _ 35.0.0 �6-0§ 1-0- 6-7-15 3.4-1 4.11-0 5-0-8 5-0-8 3-4-1 6-7-15 0- 4.00 12 �1 6 4x8 2x3 ll 4x4 = 3x5 = 4 24 5 6 25 7 3x4 = 3x6 = 6x8 = 3x6 = 3x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.46 11-21 >530 360 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.39 15-18 >460 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=406/0-8-0, 13=1644/0-8-0, 9=648/0-8-0 Max Horz 2=-105(LC 8) Max Uplift 2=-212(LC 10), 13=-1481(LC 10), 9= 781(LC 10) Max Grav 2=450(LC 15), 13=1644(LC 1), 9=672(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-590/45, 3-4= 345/135, 4-5= 996/820, 5-6— 996/820, 6-7=-786/1640, 7-8= 869/1692, 8-9=-1233/2116 BOT CHORD 2-15=0/616, 13-15= 116/580, 11-13= 287/274, 9-11= 1897/1147 WEBS 3-15— 450/525, 4-15=-146/435, 4-13= 983/867, 5-13=-300/342, 6-13= 1191/1903, 6-11=-1278t663,7-11— 322/181,8-11= 426/667 Scale = 1:60.3 4x4 35-0-0 10-0-0 PLATES GRIP MT20 244/190 Weight: 160 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 4-7-2 oc bracing. 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=151t; B=70ft; L=34ft; eave=5ft; 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 5-2-5, Exterior(2) 5-2-5 to 10-0-0, Interior(1) 14-11-0 to 19-11-8, Exterior(2) 25-0-0 to 36-0-0 zone; porch right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=212, 13=1481, 9=781. r 0 6 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 88U 6904 Parke East Blvd. Tampa FL 33810 Date: March 29,2018 A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10103/2015 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 opplicablIlty 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 —tobrk:allon, storage• delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and 8CS1 Building Component 6904 Parke East Blvd. latety Information avallable from Truss Plate Institute. 218 N. Lee Street, Sulle 312, Alexandria, VA 22314. Tampa, FL 33610 Jobs+ Truss Truss Type Qty Ply 70' ROYAL W/2 CAR GARAGE T13631435 M11364 Al SPECIAL 1 1 Job Reference (optional Chambers I russ, Inc., I-ort coerce, f-L .1-0-0 6-5-9 , 4.00 FIT a.IOU b Mal I. I.— i I D:OLulzpiQ?_SmS_JUbP6 BgtzFJ4j-D N7AE4oecSc8eorgaK?8egCwf4stHeulsOo6Cvz 2-0-0 1 18-0-12 23-0-0 25-10-5 35-0-0 Q6.0-Q 5-6-7 6-0-12 4-11-5 2-10-5 9-1-11 0-d 5x6 = 4 21 3x4 = 5x6 = 5 22 6 7 1 Scale = 1:61.3 13 112 3x4 = 34 = 3x4 = 5x6 = 2 00 12 3xl2 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017(rP12014 CSI. TC 0.74 BC 0.95 WB 0.82 Matrix -MS DEFL. in (loc) Udefl Lid Vert(LL) 0.66 10 >638 360 Vert(CT) -0.90 11-12 >466 240 Horz(CT) 0.32 8 n/a n/a PLATES MT20 MT18HS Weight: 154Ito GRIP 244/190 244/190 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 4-6: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=134910-8-0, 8=1349/0-8-0 Max Harz 2=-124(LC 8) Max Uplift 2=-825(LC 10), 8= 825(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 3367/2195, 3-4— 3094/2020, 4-5=-2710/1857, 5-6— 3852/2480, 6-7=-5343/3381, 7-8=-5640/3549 BOT CHORD 2-13= 1948/3170, 12-13=-1473/2537, 11-12— 1985/3321, 10-11=-2220/3914, 8-10=-3240/5364 WEBS 3-13=-389/390, 4-13=-295/550, 4-12=-148/416, 5-12=-898/629, 5-11= 257/704, 6-11= 297/193, 6-1 0=-1 343/2154, 7-10=-364/382 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=15ft; 13=7011; L=34ft; eave=5ft; 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 32-7-3, Extedor(2) 32-7-3 to 36-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8 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 100 lb uplift at Joint(s) except Qt=lb) 2=825,8=825. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 29,2018 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 10/0=015 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, net RON 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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 SCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandrla, VA 22314. Jobs Truss Truss Type Qty Ply 70' ROYAL W/2 CAR GARAGE T13631436 M11364 A2 SPECIAL 1 1 Job Reference o floral Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MITek Industries, Inc. Thu Mar 29 09.07.29 2018 Page 1 ID:OLuizpiQ?_SmS_JUbP6BgtzFJ4j-DN7AE4oecSc8eorgaK?BegCue4sLHb5lsOo6CvzW 77S 1-0- 8-11.15 14-0-0 21.0.0 26-1-2 35.0.0 6-0- 1-0- 8-11-15 5-0-1 7-0-0 5-1-2 8-10.14 -0- 3x5 = 4x6 = 11 - 2x33 II 5x12 = 2.00 12 5x8 = Scale=1:61.3 3x12 = 8-1 1-15 5.9-1 19-9-8 10-5-8 Plate Offsets (X Y)-- [2:0-1-6 Edge] [5:0-4-0 0-2-3] [7:0-1-15 Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.70 9-10 >600 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.14 9-10 >368 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.34 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight:151 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* 5-9: 2x4 SP M 30 REACTIONS. (lb/size) 2=1349/0-8-0, 7=1349/0-8-0 Max Horz 2=-143(LC 8) Max Uplift 2=-825(LC 10), 7= 825(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3199/2015, 3-4=-2457/1632, 4-5=-2354/1616, 5-6_ 5342/3284, 6-7= 5686/3506 BOT CHORD 2-11=-1747/2990, 10-11=-1747/2990, 9-10=-1688/3009, 7-9= 3200/5412 WEBS 3-11=-0/309, 3-10=-810/573, 4-10= 229/498, 5-1 0=-81 8/481, 5-9=-1531/2742, 6-9= 396/421 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=15ft; B=70fh L=34ft; eave=5ft Cat. II; Exp C; Encl., GCpl=0.16; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13, Intedor(1) 2-4-13 to 32-7-3, Exterior(2) 32-7-3 to 36-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 7 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 100 lb uplift at joint(s) except Qt=lb) 2=825, 7=825. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 29,2018 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MO-7473 rev. 10/03/2015 BEFORE USE. Design valid for use oNy 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 p� : - M! iT ek• 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 truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Ajexandda. VA 22314. Tampa, FL 33610 Jobw Truss Truss Type Qty Ply 70' ROYAL W/2 CAR GARAGE T13631437 M11364 A3 SPECIAL 1 1 Job Reference o tionai Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 29 09:07:30 2018 Page 1 ID:OLulzpiQ?_SmS_JUbP6BgtzFJ4j-hahYRQpGNmk?FxQs81 W NB2l2eUC802WS5gXfkLzW77R 1.0- B-0-10 16-0-0 19-0-0 26-1-3 35.0.0 6-0- -0-0 8-0-10 7-11-6 3-0-0 7-1-3 8-10.13 -0- 3X5 = 13 2X3 I I 4.00 12 4X6 = 5x8 = 3X4 5X6 = 2.00 12 8-0-10 14-9-0 19-0-0 24-6-8 35.0-0 8-0 10 6-8-6 4- 5-6-8 10-5-8 Plate Offsets (X,Y)-- [2:0-1-2,Edge1, [3:0-4-0,0-3-01, [5:0-4-0,0-2-31, [7:0-3-0,Edge), [8:0-1-15,Edge) Scale = 1:62.3 3X12 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.74 10 >571 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.97 10-19 >434 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(CT) 0.34 8 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 161 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 'Except` TOP CHORD Structural wood sheathing directly applied. 5-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-10: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1349/0-8-0, 8=1349/0-8-0 Max Horz 2=-162(LC 8) Max Uplift 2= 825(LC 10), 8=-825(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3306/2048, 3-4=-2410/1551, 4-5= 2431/1632, 5-6= 5311/3218, 6-8=-5707/3486 BOT CHORD 2-13=-1793/3101, 12-13=-1793/3094, 11-12=-1159/2233, 10-11=-1278/2480, 8-10=-3184/5432 WEBS 3-13=0/327, 3-12= 959/697, 4-11=-217/544, 5-11=-402/220, 5-10=-1772/3057, 6-10= 488/513 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--1.2psf; BCDL=3.Opsf; h=15ft; B=70fh L=34ft; eave=5ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 32-7-3, Exterior(2) 32-7-3 to 36-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8 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 100 lb uplift at joint(s) except Qt=lb) 2=825, 8=825. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart S&U 6904 Parke East Blvd. Tampa FL 33610 Date: March 29,2018 WARNING -Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1b7473 rev. 1010=15 BEFORE USE. Design valld 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 T��q ..6YilRW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatlon, 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 aty Ply 70' ROYAL W/2 CAR GARAGE T13631438 M11364 A4 SPECIAL 16 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.l30 s Mar 11 2ol8 MI I eK industries, Inc. i nu mar 29 u9:ur.31 2u18 rage l ID:OLulzpi0?_SmS_JUbP66gtzFJ4j-9mFwelpu84sst5_3iI I cjFHERuYulWzbKJHDHnzW770 i•0-Q 8-6-0 17-6-0 24.6-8 27-4-7 35-0-0 36-0-Q 1-0-0 8-6-0 9-0-0 7-0-8 2-9-15 7-7-9 -0-0 5x12 MT18HS = 4.00 12 Scale = 1:60.3 2x3 II 5x8 = 3x12 = 3x5 = 2.00 12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.85 BC 0.92 WB 0.91 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.80 11-12 >527 360 -1.2811-12 >329 240 0.36 9 n/a n/a PLATES MT20 MT18HS Weight: 154lb GRIP 244/190 244/190 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except' TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 1 Row at micipt 5-11 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Harz 2=-176(LC 8) Max Uplift 2=-825(LC 10), 9-825(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3277/2276, 3-5= 2406/1758, 5-6-5437/3798, 6-8— 5388/3667, 8-9=5734/3894 BOT CHORD 2-13=-2008/3074, 12-13=-2008/3074, 11-12=-1323/2149, 9-11=-3580/5462 WEBS 3-13=0/301, 3-12=-978/751, 5-12=-77/365, 5-11= 2276/3499, 6-11=-317/356, 8-11-317/299 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=15ft; 13=701t; L=34ft; eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 14-1-3, Extedor(2) 14-1-3 to 17-6-0, Interior(1) 20-10-13 to 32-7-3 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = IO.Opsf. 6) Bearing at joint(s) 9 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) except Qt=lb) 2=825, 9=825. rn 0 IC, 0 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 29,2018 ® WARNING - Verify design parameter and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valld for use only with MiTek® connectors. TNs design Is based only upon parameters shown, and Is for an Individual building component- not � a trim 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 BY9t�,� I T ek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcallon, 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, Alexandria. VA 22314. Tampa, FL 33610 Job= Truss Truss Type City Ply 70' ROYAL W12 CAR GARAGE T13631439 M11364 ATA ROOF TRUSS 5 1 Job Reference (optional GnamDerS I russ, Inc., rOr1 Nlerce, r-L o• I.. c mat I r -- r- en �����������, ����• 1 iiu 1v 1 a vo.v, c.. ID:yDOdWMW eu991iJ70SDveiFyfR5h-dypls5gWvN- jVFZFGSYrGTgTzlykU3ZkYzOmpl 1-0-Q 8-5-4 1%4-6-120.0 17-6.0 22.0.0 26.6.12 _ 35-0-0 1.0-0 8-5.4 4-6-0 4-6-0 4-6-12 B-5-4 �1 6 Scale =1:59.5 4.00 12 4x5 = 6 1 'a 6 17 .- 15 14 1e 3x6 _ 2x3 11 4x6 = 3x8 = 2x3 II 3x6 = 3x8 = 4x6 = 35-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.33 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.63 14-15 >669 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 166lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1399/0-8-0, 10=1399/0-8-0 Max Horz 2=-176(LC 8) Max Uplift 2= 775(LC 10), 10=-775(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3397/2081, 3-5= 2796/1761, 5-6=-2788/1857, 6-7=-2788/1857, 7-9=-2796/1761, 9-10= 3397/2081 BOT CHORD 2-17=-1815/3181, 15-17= 1815/3181, 14-15=-1043/2053, 12-14=-1815/3181, 10-12=-1815/3181 WEBS 6-14=-548/953, 9-14— 689/516, 6-15=-548/953, 3-15=-689/516 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=15ft B=70ft; L=34ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 14-1-3, Exterior(2) 14-1-3 to 17-6-0, Interior(1) 20-10-13 to 32-7-3 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.01b AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 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, with BCDL =10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=775, 10=775. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33810 Date: March 29,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MO-7473 rev. 10/0=015 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 property incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ---MiTek7 prevent 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, seeANSUTPI I Quailty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Jobs Truss Truss Type Qty Ply 70' ROYAL W/2 CAR GARAGE " T73631440 M11364 ATB ROOFTRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL ei 6 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 29 09:07:33 2018 Scale=1:59.3 4.00 12 4x4 = 1 'n I6 6 3x5 = 2x3 11 4x6 = 3x8 = 2x3 11 3x5 = 3x8 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.17 15-16 >498 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.24 19-22 >695 240 BCLL 0.0 Rep Stress [nor YES WB 0.48 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 166 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 2=176(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 2=-464(LC 10), 10=-464(LC 10), 16=-311(LC 10), 15=-311(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 2=688(LC 1), 10=688(LC 1), 16=717(LC 15), 15=711(LC 1) i FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1227/905, 3-5_ 452/491, 5-6=-447/589, 6-7= 447/589, 7-9= 452/491, 9-10— 1227/905 BOT CHORD 2-19— 700/1123, 17-19= 700/1123, 16-17=-144/394, 15-16=-144/394, 14-15=-144/394, 12-14=-700/1123,10-12=-700/1123 WEBS 9-14=-875/622, 9-12=-94/377, 3-17= 875/622, 3-19=-94/377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=5ft; Cat. II; 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 14-1-3, Exterior(2) 14-1-3 to 17-6-0, Interior(1) 20-10-13 to 32-7-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL--1.60 plate grip DOL=1.60 3) 100.0115 AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 2, 464 lb uplift at joint 10, 311 lb uplift at joint 16 and 311 lb uplift at joint 15. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6804 Parke East Blvd. Tampa FL 33610 Date: March 29,2018 ® 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 buss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 33610 Job. Truss Truss Type Qty Ply 70' ROYAL W/2 CAR GARAGE T13631441 M11364 BHA BOSTON HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a.lau s Mar 11 zui6 MI r ex inuusures, mu. i nu iwar za ua.w.00 cu i o raye 1 ID:yDOdWMW eu991iJ70SDveiFyfR5h-2XURU7tPCl NHMjlgxa5Yt5S3xV22hKGBFxFQQYzW77M 15-6-0 21.6-0 1-0• 7.0-0 9.6-0 11.6.0 13-6-0 1 -0 0 17-6-0 19-6.0 21-0-0 23-6-0 25.6.0 28-0-0 35.0.0 -0- 1-0-0 7-0-0 2-6.0 2-0-0 2-0-0 -6- 1.6.0 2-0-0 2-0-0 1-6-0 -6- 2.0.0 2-0-0 2.6-0 7-0-0 1-0-0 Scale=1:62.4 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 THIS COMPONENT IS TO BE USED IN 4.00 12 4x4 —_ CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND 14 17 WITH NEGLIGIBLE LATERAL DEFLECTIONS. 3x6 = 3xS = 3x4 = 3x6 = 3x4 = 0-0 14-0-0 21-0-0 28.0-0 35-0-0 0-0 7-0-0 7.0.0 7-0-0 7-0-0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.10 30-41 >999 360 MT20 244/190 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.14 30-41 >999 240 Rep Stress Incr NO WB 0.96 Horz(CT) 0.02 28 n/a n/a Code FBC2017/TP12014 Matrix -MS Weight: 208lb 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 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 32-33. JOINTS 1 Brace at Jt(s): 11, 19, 15, 23, 7 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 2=-176(LC 8) Max Upiift All uplift 100 lb or less at joint(s) except 2= 332(LC 10), 33=-512(LC 10), 32=-465(LC 10), 28=-341(LC 10) Max Grav All reactions 250 lb or less at joints) except 2=521(LC 19), 33=838(LC 1), 32=822(LC 1), 28=521(LC FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-790/492, 27-28=-788/521 BOT CHORD 2-35= 323/764, 33-35= 324/736, 30-32— 351/687, 28-30— 350l714 WEBS 3-35=01301, 27-30=0/301, 3-33— 932/646, 11-33= 364/432, 19-32= 358/415, 27-32=-922/616, 20-21=-211/265, 9-10= 211/264 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=151t; B=70ft; L=34ft; eave=5ft; Cat. II; 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 12-8-5, Extedor(2) 12-8-5 to 17-6-0, Interior(1) 22-3-11 to 32-7-3 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 332 lb uplift at joint 2, 512 lb uplift at joint 33, 465 lb uplift at joint 32 and 341 lb uplift at joint 28. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 29,2018 0 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10103MIS BEFORE USE. Design valid for use only with Mnek® 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 R��T :�9tl@IT- W Is always required for stability and to prevent collapse with possible personal inlury and property damage. For general guidance regarding the fabricailon, storage. delivery- erection and bracing of trusses and truss systems, seeANSf/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 Job Truss Truss Type Qty Ply 70' ROYAL W/2 CAR GARAGE T13631442 M11364 GRA HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.1 �ju s mar 1 i zui 6 iv i r ek inausines, Inc. i nu rviar ca 09:61a cv 16 rage 1 ID:OLuizpiQ?_SmS_JUbP6BgtzFJ4j-Wj2piTtl zcV8zstOVldnQJ?5jvJCQmUKTb_zy?zW 77L 10-Q 8-0-0 14-11-0 17-6-0 20.1.0 27-0-0 35-0.0 86-0-Q 1-0-0 8-0-0 6-11-0 2% 2-7-0 1 6-11-0 8-0-0 0-0 dI 6 3x5 = 5x8 MT18HS = 2x3 I 4.00 12 2x3 II 4x6 = 4x6 = 3 23 24 25 26 427 28 5 296 7 3031 32 5x8 MT18HS = 33 348 16 35 36 1537 74 3839 40 is 41 4212 43 rr 44 3x6 11 4X6 = 6x10 = 6x10 = 4x6 = 3x6 11 Scale = 1:60.3 3x5 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171TPI2014 CSI. TC 0.88 BC 0.65 WB 0.96 Matrix -MS DEFL. in (loc) Vdefl Ud Vert(L-) 0.40 11-22 >607 360 Vert(CT)-0.2711-22 >886 240 Horz(CT) 0.07 9 n/a n/a PLATES MT20 MT18HS Weight: 158lb GRIP 244/190 244/190 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 3-14, 8-13 4-14,7-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=671/0-8-0, 14=3675/0-8-0, 9=1214/0-8-0 Max Horz 2=86(LC 7) Max Uplift 2=-393(LC 8), 14= 2734(LC 8), 9=-1147(LC 8) Max Grav 2=685(LC 17), 14=3675(LC 1), 9=1218(LC 18) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1216/511, 3-4= 1332/1820, 4-5= 1332/1820, 5-7=-1152/1141, 7-8=-1152/1141, 8-9= 2877/2430 BOT CHORD 2-16= 366/1113, 14-16— 379/1156, 13-14= 431/353, 11-13— 2222/2731, 9-11=-2192/2688 WEBS 3-16=-229/825, 3-14=-3151/2032, 4-14= 817/750, 7-13=-786/720, 8-13=-1707/1356, 8-11=-566/829, 5-14=-2011/1681, 5-13=-1899/2258 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=3.9psf; h=15ft; B=70ft; L=34ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 psi 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 393 lb uplift at joint 2, 2734 lb uplift at joint 14 and 1147 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 229 lb up at 8-0-0, 107 lb down and 173 lb up at 8-6-0, 107 lb down and 173 lb up at 10-6-0, 107lb down and 173 lb up at 12-6-0, 107 lb down and 173 lb up at 14-6-0, 107 lb down and 173 lb up at 16-6-0, 107lb down and 173 lb up at 18-6-0, 107 lb down and 173 lb up at 20-6-0, 107 lb down and 173 lb up at 22-6-0, 107 lb down and 173 lb up at 24-6-0, and 107 lb down and 173 lb up at 26-6-0, and 131 lb down and 229 lb up at 27-0-0 on top chord, and 515 lb down and 303 lb up at 8-0-0, 79 lb down and 1 lb up at 8-6-0, 79 lb down and 1 lb up at 10-6-0, 79 lb down and 1 lb up at 12-6-0, 79 lb down and 1 lb up at 14-6-0, 79 lb down and 1 lb up at 16-6-0, Joaquin Velez PE No.68182 79 lb down and 1 lb up at 18-6-0, 79 lb down and 1 Ib up at 20-6-0, 79 lb down and 1 lb up at 22-6-0, 79 lb down and 1 lb up at 24-6-0, and 79 lb down and 1 lb up at 26-6-0, and 515 lb down and 303 lb up at 27-0-0 on bottom chord. The design/selection of MiTek USA, Inc. FL Cert 8634 such connection device(s) is the responsibility of others. 6604 Parke East Blvd. Tampa FL 33610 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date: March 29,2018 LOAD CASE(S) Standard ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use on y wifh MITekO 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Wftl( prevent 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. fabrlcatlon, storage. delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street- Suite 312. Alexandria. VA 22314. Job, Truss Truss Type Qty Ply 70' ROYAL W/2 CAR GARAGE T13631442 M11364 GRA HIP 1 1 Job Reference o tional Chambers I russ, Inc., Fort mefce, FL o. Gov o ma 1 1 au ,o - � " " „� 1 ,. y ID:OLulzpiQ?_SmS_JUbP6BgtzFJ4j-Wj2piTt1 zcV8zstOVldnQJ?5jvJCQmUKTb_zy?zW77L LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-8= 54, 8-10=-54, 17-20— 20 Concentrated Loads (ib) Vert: 3=-131(B)8=-131(B)16=-515(B)11= 515(B)23=-107(B)24=-107(13)25=-107(B) 27=-107(B)28= 107(B)29= 107(B)30= 107(B)32=-107(B)33=-107(13) 34=-107(B) 35= 50(B) 36=-50(B) 37= 50(B) 38=-50(B) 39=-50(B) 40=-50(B)41=-50(B) 42=-50(B) 43=-50(B) 44=-50(B) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK 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 N 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing � {��i� prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the eW Btl@�T fabrication, storage, delivery- erection and bracing of trusses and truss systems, seeANSI/TPIi 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 Jobr Truss Truss Type City Ply 70' ROYAL W/2 CAR GARAGE T13631443 M11364 J1 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 29 09:07:37 2018 Page 1 I D:oHTg505Ds3TR? kt?m4?ZGyzbODE-_wcBvpufkwd?bOSC2?8OzWXROJpK9RhTi FkXURzW 77K 1-0-0 11-0.0 3x4 = LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a rVa BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=9/Mechanical, 2=118/0-8-0, 4=-1/Mechanical Max Horz 2=48(LC 10) Max Uplift 3= 4(LC 7), 2= 141(LC 10), 4= 1(LC 1) Max Gram 3=10(LC 15), 2=118(LC 1), 4=18(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:6.1 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 3) ' 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 vide 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 4 lb uplift at joint 3, 141 lb uplift at joint 2 and 1 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 8834 6804 Parke East Blvd. Tampa FL 33810 Date: March 29,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II--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 building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -MiTek7 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. Safely Informalion available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job- Truss Truss Type Qty Ply 70' ROYAL W/2 CAR GARAGE T13631444 M 11364 J2 MONO TRUSS 4 1 Job Reference o tional Cheimbers Truss, Inc., Fort Pierce, FL 3x4 = 8.13o s mar 11 2u18 MI i eK inausirles, Inc. Thu mar 29 09:07:3 2018 rage r I D:OLulzpiQ7_SmS_J U b P6BgtzFJ4j-_wcBvpuf kwd7bOSC278OzW XROJoY9RhTi FkXURzW 77K 2-0.0 Scale = 1:7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP 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=141/0-8-0, 4=22/Mechanical Max Horz 2=67(LC 10) Max Uplift 3= 27(LC 10), 2=-136(LC 10), 4=-3(LC 7) Max Grav 3=37(LC 15), 2=141(LC 1), 4=31(LID 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=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extehor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 27 lb uplift at joint 3, 136 lb uplift at joint 2 and 3 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart BG34 6604 Parke East Blvd. Tampa FL 33610 Date: March 29,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI17473 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 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 •'6V 9!Tel( Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erecflon and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaliabie from Truss Plate institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply 70' ROYAL W/2 CAR GARAGE T13631445 M11364 J3 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 29 09:07:38 2018 Page 1 ID:oHTg505Ds3TR?kt?m4?ZGyzbODE-S6AZ69vHUDIsDA1 PcjfFVk4cAi7SuuxdxvT40tzW77J 1-0.0 13-0-0 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=61/Mechanical, 2=169/"-0, 4=35/Mechanical Max Horz 2=83(LC 10) Max Uplift 3=-51(LC 10), 2=-145(LC 10), 4=-4(LC 10) Max Grav 3=61(LC 1), 2=169(LC 1), 4=48(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:9.4 PLATES , GRIP MT20 244/190 Weight: 11 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 51 lb uplift at joint 3, 145 lb uplift at joint 2 and 4 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 29,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mrTEK REFERANCE PAGE Mg-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 fruss 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MT- prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ek' fobricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Qualify 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 Qty Ply 70' ROYAL W12 CAR GARAGE T13631446 M11364 J4 MONO TRUSS 4 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL tt.13u s mar 11 zui a Mir etc mausiries, inc. Thu Mar za 09:0 :39 zu i o rage i I D:OLulzpiQ?_SmS_J UbP6BgtzFJ4j-wl kxKVwvFXtjgKcbAQAU2xdk_6QhdLBm9ZDeZKzW 771 4-0-0 110-0-0-0 4-0.0 Scale=1:11.1 3x4 = 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 14lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=87/Mechanical, 2=204/0-8-0, 4=49/Mechanical Max Harz 2=102(LC 10) Max Uplift 3=-77(LC 10), 2= 159(LC 10), 4=-7(LC 10) Max Grav 3=87(LC 1), 2=204(LC 1), 4=67(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=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 77 lb uplift at joint 3, 159 lb uplift at joint 2 and 7 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTak USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: March 29,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED miTEK REFERANCE PAGE MII-7473 rev. 10103/2015 BEFORE USE Design valld 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 ;Mffe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 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, Alexandria, VA22314. Tampa, FL 33610 Job- Truss Truss Type Qty Ply 70' ROYAL W/2 CAR GARAGE T13631447 M11364 J5 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 Mi I ek industries, Inc. Thu Mar 29 09:07:39 2018 rage 1 1 D:oHTg505Ds3TR?kt?m4?ZGyzbQ DE-wlkxKVwvFXtjgKcbAQAU2xdfH6MbdLBm9ZDeZKzW 771 1-0-0 5.0.0 1-0-0 5-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.06 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.06 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=112/Mechanical, 2=239/0-8-0, 4=62/Mechanical Max Horz 2=121(LC 10) Max Uplift 3=-102(LC 10), 2=-175(LC 10), 4— 9(LC 10) Max Grav 3=112(LC 1), 2=239(LC 1), 4=85(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.7 PLATES GRIP MT20 244/190 Weight: 17 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpj=0.18; MW FRS (directional) and C-C Extefior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 102 lb uplift at joint 3, 175 lb uplift at joint 2 and 9 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 29,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/012015 BEFORE USE Design valid for use only wlih 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 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 :MiT e W Is always regdred 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, seeANSUTPI 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 Qty Ply 70' ROYAL W/2 CAR GARAGE T13631448 M11364 J6 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 1-0-0 3x4 = 8.13u s Mar l l 20i a MI I eK mausrnes, Inc. i nu rvidr za va.vr.Yv cv i o rage i ID:OLulzpiQ?_SmS_JUbP6BgtzFJ4j-OVIKXgwYOr?aSUBnk7hja99v2W enMoQwODyB5mzW 77H LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.11 4-7 >664 360 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.11 4-7 >652 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=142/Mechanical, 2=275/0-8-0, 4=70/Mechanical Max Horz 2=140(LC 10) Max Uplift 3= 129(LC 10), 2= 192(LC 10), 4=-8(LC 10) Max Grav 3=142(LC 1), 2=275(LC 1), 4=10o(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:14.3 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 129lb uplift at joint 3, 192 lb uplift at joint 2 and 8 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33810 Date: March 29,2018 ® WARNING - Verify 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. 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing nI� •�HtlTW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Btvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPII Quality Criteria, DSB-89 and SCSI Bullding Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply 70' ROYAL W/2 CAR GARAGE T13631449 M11364 J7 MONO TRUSS 12 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -1-0-0 3x4 = 8.130 s Mar 11 2018 MI I eK Inaustrles, Inc. I hu mar Py u9:ut:4u 2u1 u rage 1 ID:oHTg505Ds3TR?kt?m4?ZGyzbQDE-OVIKXgwYOr?aSU Bnk7hja99t6W k8MoQwODyB5mzW 77H 7.0-0 7-0-0 Scale: 3/4°=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.17 4-7 >490 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.18 4-7 >468 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 23 lb 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 10-0-0 oc bracing. REACTIONS. (lb/size) 3=163/Mechanical, 2=312/0-8-0, 4=87/Mechanical Max Horz 2=159(LC 10) Max Uplift 3=-150(LC 10), 2= 209(LC 10), 4=-12(LC 10) Max Grav 3=163(LC 1), 2=312(LC 1), 4=123(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=3.0psf; h=15ft; B=70ft; L=34ft; eave=4ft; 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=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 150 lb uplift at joint 3, 209 lb uplift at joint 2 and 12 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6804 Parke East Blvd. Tampa FL 33610 Date: March 29,2018 ®WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 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 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 WNW 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 Qty Ply 70' ROYAL W/2 CAR GARAGE T13631450 M11364 J8 MONO TRUSS 11 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL .1.0.0 3x4 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 29 09:07:41 2018 Page 1 ID:OLulzpiQ7_SmS_JUbP6BgtzFJ4j-shrilAxAn87R4e1_H rCy7Mi?jw5o5Fg3dtikdCzW 77G 8.0.0 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.25 4-7 >378 360 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.28 4-7 >331 240 BCLL 0.0 Rep Stresslncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 REACTIONS. (lb/size) 3=185/Mechanical, 2=348/0-8-0, 4=102/Mechanical Max Horz 2=178(LC 10) Max Uplift 3=-173(LC 10), 2= 226(LC 10), 4=-15(LC 10) Max Grav 3=185(LC 1), 2=348(LC 1), 4=143(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:17.4 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70f; L=34ft; eave=4ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 3-0-9, Extedor(2) 3-0-9 to 7-10-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 173 lb uplift at joint 3, 226 lb uplift at joint 2 and 15 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33810 Date: March 29,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Nffek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatloR storage- delivery, erection and bracing of trusses and truss systems, seeANSI/TPII 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 70' ROYAL W/2 CAR GARAGE T13631451 M11364 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL B.i3u s mar i i zui b MI i ek inausmes, inc. Thu iviar za ua:07:42 zu i o rage i I D:oHTg505Ds3TR?kt?m4?ZGyzbODE-KtP4yWyoYSFlhnKArYjBgaFH3KU2ggPDsXR19ezW77F 1-5-0 6-11-1 9-10-1 1-5-0 6.11-1 2-11-0 Scale=1:20.6 3x4 = _ e b 3x4 = 6-11-1 9-8-9 9.111-1 6-11-1 2-9-8 0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.05 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.06 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 38 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 M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=38/Mechanical, 2=289/0-11-5, 6=328/Mechanical Max Harz 2=159(LC 8) Max Uplift 4= 38(LC 8), 2= 233(LC 8), 6=-206(LC 5) Max Grav 4=47(LC 13), 2=289(LC 1), 6=328(LC 1) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 572/400 BOT CHORD 2-7=-369/531, 6-7=-369/531 WEBS 3-6=-618/430 NOTES- 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet 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 38 lb uplift at joint 4, 233 lb uplift at joint 2 and 206 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 67 lb up at 1-6-1, 64 lb down and 67lb up at 1-6-1, 18 lb down and 75 lb up at 4-4-0, 18 lb down and 75lb up at 4-4-0, and 21 lb down and 118 lb up at 7-1-15, and 21 lb down and 118 lb up at 7-1-15 on top chord, and 47 lb up at 1-6-1, 47 lb up at 1-6-1, 2 lb down and 31 lb up at 4-4-0, 2 lb down and 31 lb up at 4-4-0, and 18 lb down and 29 lb up at 7-1-15, and 18 lb down and 29 lb up 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) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8= 20 Concentrated Loads (lb) Vert: 3=-43(F=-21, B=-21) 7=-35(F= 18, B=-18) 11=134(F=67, B=67) 12=40(F=20, B=20) 13=48(F=24, B=24) 14=-3(F=-2, Joaquin Velez PE No.68182 B=-2) MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 29,2018 ® WARNING- Verity deslen parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev. 101032015 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 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 nA -.-IYA! YT 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/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 70' ROYAL W/2 CAR GARAGE T13631452 M11364 KJ8 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -1-5-0 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 29 09:07:42 2018 Page 1 I D:OLulzpiQ?_SmS_JUbP6BgtzFJ4j-KtP4yWyoYSFlhnKArYjBgaFGPKSmgeMDsXR19ezW 77F 11-3-0 3-6-14 Scale=1:20.3 3x4 = 65 3x4 = 7-8-2 11-1-8 11; $-0 7-8-2 3-5-6 0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.08 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.10 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 44 lb 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 9-11-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=128/Mechanical, 2=359/0-11-5, 6=465/Mechanical Max Horz 2=178(LC 8) Max Uplift 4=-138(LC 6), 2=-274(LC 8), 6= 253(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 822/559 BOT CHORD 2-7=-522/772, 6-7=-522/772 WEBS 3-7=-13/304, 3-6=-876/592 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 138 lb uplift at joint 4, 274 lb uplift at joint 2 and 253 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 67 lb up at 1-6-1, 64 lb down and 67 lb up at 1-6-1, 18 lb down and 75 lb up at 4-4-0, 18 lb down and 75 lb up at 4-4-0, 21 lb down and 118 lb up at 7-1-15, 21 lb down and 118 lb up at 7-1-15, and 65 lb down and 162 lb up at 9-11-14, and 65 lb down and 162 lb up at 9-11-14 on top chord, and 47 lb up at 1-6-1, 47 lb up at 1-6-1, 2 lb down and 31 lb up at 4-4-0, 2 lb down and 31 Ib up at 4-4-0, 18 lb down and 29 lb up at 7-1-15, 18 lb down and 29 lb up at 7-1-15, and 45 lb down and 12 lb up at 9-11-14, and 45 lb down and 12 lb up at 9-11-14 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) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8= 20 Concentrated Loads (lb) Vert: 11=134(F=67, B=67) 12=40(F=20, B=20) 13=-43(F=-21, B=-21) 14=-130(F=-65, B=-65) 15=48(F=24, B=24) Joaquin Velez PENo.68182 16= 3(F= 2, B=-2) 17=-35(F=-18, 13 18) 18=-63(F=-31, B=-31) MiTek USA, Inc. FL Cert 6634 6804 Parke East Blvd. Tampa FL 33610 Date: March 29,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-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 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 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, seeANSi/TPII 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 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. 0-Vld1 For 4 x 2 orientation, locate plates 0-'rib" 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 Indicated by symbol shown and/or by text in the bracing section of the output, Use T or I bracing if indicated. BEARING 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. 6-4-8 dimensions shown in ff-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: 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 MiTekO All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 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 ff. 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.