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HomeMy WebLinkAboutTRUSSLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek° RE: M11417 - Site Information: Customer Info: WYNNE DEVELOPMENT Lot/Block: Address: UNKNOWN City: ST LUCIE COUNTY Project Name: M11417 Model: GEMINI Subdivision: State: FL SCANNED BY MiteTiUSX,- r 6904 Parke East Blvd. Tampa, FL 33610-4115 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 7-1.0 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 20 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. I Seal# I Truss Name Date I No. Seal# Truss Name I Date 1 _ T_12753335 A 12/15/17 118 T12753352 _KJ8 12/15/17 I2 I T12753336 I Al 112/15/17 119 I T12753353 I MV2 112/15/17 13 I T12753337 I A2 112/15/17 I20 I T127533541 MV4 112/15/17 I 14 I T12753338 I A3 112/15/17 I I I I I ' r I �. �� 15 I T12753339 I A4 1 12/15/17 16 I T12753340 I A5 112/15/17 I7 IT12753341 I B1 112/15/17I �8 IT127533421 BHA 112/15/17I 19 I T12753343 I GRA 112/15/17 110 I T12753344 I GRB 112/15/17 11 I T12753345 I J2 112/15/17 12 I T12753346 I J4 112/15/17 13 _ T12753347 J6 12/15/17 114 I T12753348 I J7 2/15/1 15 L1127533491JEI 112/15/17 I 116 I T12753350 I KJ6 112/15/17 I 117 I T12753351 I KJ7 112/15/17 I 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: Albani, Thomas 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 should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. N 380 - -o . Z1 '. TA OF .740 s'ON Al-°S&%% uin1• Thomas A. Albanl PE W39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; December 15,2017 Albani, Thomas 1 of 1 Job Truss Truss Type Qty ly T12753335 M11417 A Common 9 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.13u s Sep 1 b zut t MI i ex industries, inc. Fri Dec i b ia:55:34 20i r rdye , ID:v3DWvfzbUx91kXK7230?82yBP1 f-UyZJIJSfNtyX23CzNxgvc6Qzp6re7ubbOKecCyy8kpt r1-0-0 8-4-0 12-11-0 17-6-0 22-1-0 26-8-0 35-0-0 36-0-Q 1-0-0 8-4-0 4-7-0 4-7-0 4-7-0 4-7-0 8-4-0 1-0-0 6 4.00 F12 46 = 17 '- 15 14 '- 12 4x5 — 2x3 II 5x6 WB= 5x6 WB= 3x8 = 3x8 = Scale = 1:59.3 2x3 11 4x5 = Im 6 8-4-0 12-11-0 17-6-0 22-1-0 26-8-0 35-0-0 8-4.0 4-7-0 4-7-0 4-7-0 4-7-0 8-4-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/detl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.72 Vert(LL) -0.31 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.65 14-15 >645 240 BOLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.35 14-15 >999 240 Weight: 169lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. REACTIONS. (lb/size) 2=1424/0-8-0, 10=1424/0-8-0 Max Harz 2=200(LC 11) Max Uplift 2= 868(LC 12), 10=-868(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3481/2332, 3-5=-2887/2019, 5-6=-2886/2123, 6-7=-2886/2123, 7-9=-2887/2019, 9-10=-3481/2332 BOT CHORD 2-17=-2074/3261, 15-17=-2074/3261, 14-15=-1280/2118, 12-14=-2089/3261, 10-12=-2089/3261 WEBS 6-15=-644/1018, 6-14=-644/1018, 5-15=-257/310, 7-14=-257/310, 3-15=-677/504, 9-14=-677/504 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=1211; B=45ft; L=35fh eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=868, 10=868. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 Ito down and 70 lb up at 15-0-0, and 76 Ito down and 70 lb up at 20-0-0 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 (pit) Vert: 1-6=-54, 6-11_ 54, 18-21=-20 Concentrated Loads (lb) Vert: 26=-75(F) 27=-75(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mrTEKREFERANCE PAGE 111I1-7473 rev. 10/032015 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 applicabdllty of design parameters and properly Incorporate this design Into the overall buiding 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/iPl1 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, Mexandda. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qry Ply T12753336 M11417 Al Roof Special 10 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 1 b 2U11 MI I eK inausrries, inc. rn Dec i 5 i u:55:35 201 r Pagel • I D:V3DWvfzbUx91kXK7230?82yBP1 f-y87hVfTH8A4OgDn9wfM89Jz4GW 8USKBkF_09l PyBkps r1-0-0 7-2-10 13-7-8 17-6-0 23-0-1 23-11-12 26-0.0 , 35-0-0 36.0-0 1-0-0 7-2-10 6-4-14 3-10 8 5-6-1 0-11-1 2-0-4 9-0-0 7 U U' 3x5 = 4.00 12 14 13 2x3 11 5x8 = 7x8 I I 2.00 12 Scale=1:60.3 3x12 = 1 �Ir' t� 0 7-2-10 13-7-8 17-6-0 23-11-12 35-0-0 7-2-10 6-4-14 3-10.8 6-5-12 11-0-4 Plate Offsets (X Y)-- [2:0-1-2 Edge] [8:0-3-0 Edge], [10:0-1-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.63 12-13 >663 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.38 12-13 >305 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.36 10 n1a n/a BCDL 10.0 Code FBC2017lTPI2014 Matrix -MS Wind(LL) 0.79 12 >532 240 Weight: 158lb FT=20% 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` WEBS 1 Row at midpt 6-12 6-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Horz 2=200(LC 11) Max Uplift 2=-825(LC 12), 10= 825(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3350/2178, 3-5=-2587/1749, 5-6=-2561/1865, 6-7= 5333/3538, 7-9= 5302/3428, 9-10=-5660/3633 BOT CHORD 2-14=-1943/3145, 13-14=-1943/3145, 12-13=-1265/2202, 10-12= 3367/5389 WEBS 3-14=0/264, 3-13=-809/586, 5-13=-287/334, 7-12=-218/295, 6-13=-341/582, 6-12=-2134/3384, 9-12= 379/361 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=12ft B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0 zone;C-C for members and forces & MWFRS 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 = 10.Opsf. 6) Bearing at joint(s) 10 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, 10=825. 0 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M1rEKREFER4NCE PAGE Mll--7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTek6 connectors. This design B 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. Addiftonal temporary and permanent bracing MITeW 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/TPI1 Quality Criteria, DS11-89 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 T12753337 M11417 A2 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s bep 1 b 2U1I MI I etc Industries, Inc. rn Dec 15 10:55:36 2017 rage r • ID:v3DWvfzbUx91kXK7230?B2yBP1f-RKh4j?TvvUCFHNMMUMtNhXVGKwTgbnsuUe7iHryBkpr 1-0• 8-0-1 13-7-8 16-0-0 19-0-0 23-11-12 26-6-2 35.0-0 6-0- -0- 8-0-1 5-7-7 2-4-8 3-0-0 4-11-12 2-6-6 8-5-14 0- 6 4.00 12 5x6 = 4x5 = 14 - 2x3 11 5x6 = 3x12 3x5 = 2.00 12 5-7-7 23-1 Scale=1:62.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.54 11 >773 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.02 11-20 >411 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.37 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.75 11 >563 240 Weight: 160lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-12 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Horz 2=184(LC 11) Max Uplift 2=-825(LC 12),,9_ 825(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3315/2334, 3-5=-2515/1852, 5-6=-2524/1960, 6-7=-2671/1989, 7-8=-5244/3702, 8-9=-5661 /3953 BOT CHORD 2-14=-2107/3111, 13-14=-2107/3111, 12-13=-1473/2314, 11-12= 3349/5022, 9-11=-3675/5387 WEBS 3-14=0/300, 3-13=-915/713, 5-12=-319/562, 6-12=-432/629, 7-11 =-1 234/1992, 7-12=-2790/1972, 6-11= 441/397 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=12ft; B=45fh L=35ft eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 16-0-0, Exterior(2) 16-0-0 to 19-0-0, Interior(1) 23-11-12 to 36-0-0 zone;C-C for members and forces & MWFRS 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) 9 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, 9=825. ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMI( REFERANCE PAGE Mll-7473 rev. 10/03,2015 BEFORE USE Design valid for use only with 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 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 M iTeW prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatiom 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. Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty ly T12753338 M11417 A3 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Uec 15 10:5b:31 201 / Page 1 • ID:v3DWvfzbUx91kXK7230?82yBP1 f-vXFSwLUXgoK6vXwY24OcEk2TDJpxKEM1 iHtGpHyskpq 1-0- 8-0-1 14-0-0 21-0.0 23-11-12 26-9-10 35-0-0 6-0- 0- 8-0-1 5-11-15 7-0-0 2-11-12 2-9-14 8-2-6 0-0 A nnF4 07 �1 6 Sx6 = 5x6 = 4 22 23 5 sva 13 2x3 11 5x6 = 2.00 F12 Scale = 1:61.3 3x12 zz I. — 0 8-0-1 13-7-8 21-0-0 23.11-12 , 29-0-0 35-0.0 - J 8-0-1 5-7-7 7-4-8 2-11-12 5.0.4 6-0-0 Plate Offsets (XY)-- (2:0-1-6 Edge] f8:0-1-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.52 10 >802 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.98 10-19 >427 240 MT18HS 244/190 BCLL 0.0 Rep Stress [nor YES WB 0.74 Horz(CT) 0.35 8 n/a n1a BCDL 10.0 Code FBC2017/TP]2014 Matdx-MS Wind(LL) 0.72 10 >582 240 Weight: 158lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-0 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 REACTIONS. (lb/size) 2=1349/0-8-0, 8=1349/0-8-0 Max Harz 2=163(LC 11) Max Uplift 2=-825(LC 12), 8=-825(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3286/2392, 3-4=-2556/1961, 4-5=-3161/2444, 5-6=-3304/2503, 6-7=-5214/3796, 7-8=-5695/4151 BOT CHORD 2-13=-2156/3079, 12-13=-2156/3079, 11-12=-1616/2410, 10-11=-3430/4982, 8-10= 3870/5422 WEBS 3-13=0/293, 3-12= 818/630, 4-11=-642/959, 5-11=-418/724, 7-10=-500/457, 6-1 0=-1 272/1934, 6-11= 2280/1653 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=12ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 14-0-0, Exterior(2) 14-0-0 to 25-11-6, Interior(1) 25-11-6 to 36-0-0 zone;C-C for members and forces & MWFRS 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 atjoint(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. ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. f0/032015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additlorwl 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 [fuss 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 Ory ly T12753339 M11417 A4 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MI I eK Inoustries, Inc. Fri Dec t b 10:55:38 201 t Page 1 I D:v3DW vfzbUx91 kXK7230?82yBP1 f-Nj pg8hV9R5SzXhVkbnvrmybegigL3fKAxxcpMkyBkpp 1-0- 6-5-9 12-0-0 13-7-8 18-3-12 23-0-0 2 -11- 2 26-9-9 35-0-0 6-0- -0- 66 5-9 5-6-7 1-7-8 4-8-4 4-8-4 0-11-1 2-9-13 8-2-7 1-0-0 Scale=1:61.3 �1 6 3x6 = 2x3 11 5x6 = 3x4 = 5x8 MT18HS = 4.00 FIT 4 23 5 6 7 14 13 3x4 = 3x4 = 6x8 = 2.00 12 3x12 = C6 I� v 0 t2 T IC, 6 6-5-9 8-8-2 12-0-0 13-7-8 18-3-12 23-11-12 29-0-0 3b-0.0 6-5 9 2-2-9 3-3-14 1-7-8 4-8-4 5-8-0 5-0-4 6-0-0 Plate Offsets (X Y)-- [2:0-0-6 Edge] [6:0-4-0 0-2-3] [9:0-1-15 Edge] [13:0-4-0 0-2-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.53 11-12 >787 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.98 11-20 >428 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017/(P12014 Matrix -MS Wind(LL) 0.73 11-12 >573 240 Weight: 159lb FT=20% 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=1349/0-8-0, 9=1349/0-8-0 Max Horz 2=141(LC 11) Max Uplift 2=-825(LC 12), 9=-825(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3365/2530, 3-4=-3094/2323, 4-5=-2642/2090, 5-6=-3527/2714, 6-7=-5172/3874, 7-8=-5219/3825,8-9=-5703/4245 BOT CHORD 2-14= 2306/3167, 13-14=-1749/2541, 12-13= 2456/3584, 11-12=-2860/4187, 9-11=-3960/5430 WEBS 3-14=-403/457, 4-13=-160/366, 5-12= 184/452, 6-12=-750/485, 6-11=-1481/2033, 4-14=-346/559, 5-13— 1195/879, 8-11=-509/528 Structural wood sheathing directly applied or 2-5-6 oc puffins. Rigid ceiling directly applied or 2-2-0 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=12ft; B=45ft; L=35ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 12-0-0, Exterior(2) 12-0-0 to 27-11-6, Interior(1) 27-11-6 to 36-0-0 zone;C-C for members and forces & MWFRS 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) 9 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=82519=825. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE 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 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 fabricatlom 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 T12753340 M11417 A5 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 11-0-0. 6-7-15 10-0-0 4.00 12 4x5 = 4x4 = 4 23 24 25 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:39 2017 ID:v3DWvfzbUx9lkXK7230?82yBPlf-rvNCL1 WnCPag8r4x9UQ4J97tA7aeoBgKAbMNI 25-0-0 28-4-1 35-0-0 3E 7-6-0 3-4-1 6-7-15 3x4 = 45 = 26 27 28 6 IJ 3x4 = 3x6 = 2x3 11 3x6 = 6x8 = Scale = 1:60.4 3x5 = 10-0-0 17.6-0 o 24-4-0 25.Oi0 35-0-0 , 10-0-0 7-6-0 6-10-0 10-0.0 Plate Offsets (X,Y)-- [2:0-2-2,Edge), [8:0-0-14,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.25 14-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.57 14-17 >525 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MS Wind(LL) 0.31 14-17 >975 240 Weight: 146lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purfins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-6 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-10 REACTIONS. Qb/size) 2=1012/0-8-0, 8=524/0-8-0, 10=1161/0-8-0 Max Horz 2=-119(LC 10) Max Uplift 2=-616(LC 12), 8=-314(LC 12), 10= 720(LC 12) Max Grav 2=1014(LC 21), 8=524(LC 1), 10=1287(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2270/1756, 3-4=-1899/1440, 4-5=-1774/1408, 5-6=-461/284, 6-7=-499/281, 7-8=-766/514 BOT CHORD 2-14=-1566/2135, 12-14=-1146/1774, 10-12=-1146/1774, 8-10= 351/705 WEBS 3-14=-463/500, 4-14=-195/461, 5-12=0/277, 5-10=-1567/1237, 6-10_ 251/231, 7-10=-442/489 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=12ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 10-0-0, Exterior(2) 10-0-0 to 29-11-6, Interior(1) 29-11-6 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=616, 8=314, 10=720. © WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 fabricaliom 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 Qty ly T12753341 M11417 B1 Common 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MI I eK industries, Inc. Fri Dee 15 1 u:55:4u 2u1 y Page 1 ID:v3DWvfzbUx9lkXK7230?82yBPi f-J6waZNW Pzjihm?f7jCxJsNg5mX_hXlpTOF5wQcy8kpn -1-n-n 7-n-0 14-0-0 1-0-0 4x6 = Scale=1:24.3 I^ 0 3x4 = 7-0-0 3x4 = 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 FBC2017/TPI2014 CSI. TC 0.30 BC 0.33 WB 0.12 Matrix -MS DEFL. in Vert(LL) -0.08 Vert(CT) -0.14 Horz(CT) 0.01 Wind(LL) 0.10 (loc) I/defl Ud 5-8 >999 360 5-8 >999 240 4 n/a n/a 5-8 >999 240 PLATES GRIP MT20 244/190 Weight: 48 lb FT = 20% 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 8-8-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=516/0-8-0, 2=574/0-8-0 Max Harz 2=71(LC 11) Max Uplift 4=-295(LC 12), 2= 380(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-979/751, 3-4=-979/768 BOT CHORD 2-5=-621/894, 4-5=-621/894 WEBS 3-5= 60/319 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.Opsh h=12ft; B=45fh L=24111; eave=4ft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, interior(1) 2-0-0 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 4=295, 2=380. ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK 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 appllcabli lty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual miss 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 muss 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 Oty ply T12753342 M11417 BHA Common Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:42 2017 Page 1 • ID:v3DWvfzbUx9lkXK7230?82yBP1 f-FU2Lz2YgVKyP?IpVgd_nxolGMKWs?bnmsZal VVy8kpl 7-0.0 15.6-0 19.10-10 25-10-2 30-0-3 1-0- 4-11-13 5 6-15 9-6-0 11.6.0 13-6-0 15-1-6 77.6-0 19-6-0 21.6.0 23-6-0 25-6.0 26-0-0 29-5.1 35-0.0 6-0- 1.0-0 4-11-13 -7- 1-5-1 2-6.0 2-0-0 2.0.0 1-7-6 2-0-0 2-0-D 0- - 0 2-0-0 2-0-0 0-4-2 2-1-14 1-5-1 -7- 4-11-13 i-0-0 0-4-10 1-7-6 Scale=1:61.3 35 4J 44 J4 40 33 40 — 40 32 " 3x4 = 5x8 MT18HS = 4x10 = SNP3 NAILED NAILED NAILED NAILED 5-6-15 )BRACED BY END JACKS, R PROPERLY CONNECTED ED. 30 NAILED NAILED NAILED 5x8MT18HS= 3x4= NAILED 19-10-10 24-7-13 r V 28 29 w a Io 4x8 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.44 33-34 >965 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.86 33-34 >487 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.22 28 Wa n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.63 32-33 >672 240 Weight: 210lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 `Except* TOP CHORD Structural wood sheathing directly applied or 2-8-12 cc purlins. 4-16: 2x4 SP M 31 Except: BOT CHORD 2x4 SP M 30 3 Rows at 1/4 pis 4-18 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-3-8 cc bracing. JOINTS 1 Brace at Jt(s): 18, 21, 23, 12, 9, 7, 5 REACTIONS. (lb/size) 2=2086/0-8-0, 28=1732/0-8-0 Max Horz 2=200(LC 24) - Max Uplift 2=-1205(LC 8), 28=-1007(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-2313/1143, 5-7= 2258/1154, 7-9— 2248/1179, 9-12=-2210/1194, 12-14=-2160/1223, 14-17=-2176/1233, 17-20=-2222/1205, 20-22=-2241/1176, 22-24=-2256/1155, 24-26= 2309/1144, 2-3=-5685/3133, 3-4=-5743/3187, 26-27=-4607/2566, 27-28=-4586/2523, 4-6=-3089/1823, 6-8=-3089/1823, 8-10= 3089/1823, 10-11= 3089/1823, 11-13— 2539/1608, 13-15= 2539/1608, 15-18=-2539/1608, 18-19=-2539/1608, 19-21= 2492/1548, 21-23= 2492/1548, 23-25= 2492/1548, 25-26=-2492/1548 BOT CHORD 2-35=-2875/5352, 34-35=-2931/5514, 33-34=-2458/4645, 32-33=-2458/4645, 31-32=-2458/4645, 30-31=-2362/4466, 28-30= 2296/4321 WEBS 4-35=-131/406, 14-15= 500/872, 3-35=-107/337, 4-34=-471/373, 11-33=-98/276, 11-34=-429/909, 26-31— 320/349, 19-32= 155/472, 19-31=-346/494 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=12ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); 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) All plates are 2x3 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Jolnt(s) except Qt=lb) 2=1205, 28=1007. 9) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use USP SNP3 (With 8d x 1-1/2" nails into Girder & 8d x 1-1/2" nails into Truss) or equivalent at 7-0-0 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg, down. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlfnes. 13) SNP3: A minimum of (6) ed x 1-1/2" nails are required into each member. All nailing is required in face of supported chords. For ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--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 MiTek• prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlom storage, dellvery, 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 T12753342 M11417 BHA Common Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a.13u s Sep 1 b zul t MI I eK inausmes, mc. rn uec 1 b 1 u:bb:4z zui t rage z I D:v3D W vfzbUx91kXK7230?82yBP1 f-FU2Lz2YgV KyP?IpVgd_nxoIGMKW s?bnmsZal VVyBkpl NOTES- 14) 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: 4-14=-54, 14-26= 54, 36-39= 20, 1-4= 54, 2629= 54 Concentrated Loads (lb) Vert: 34— 63(F) 35=-381(F) 42� 116(F) 43— 63(F) 44=-63(F) 45=-63(F) 46— 63(F) 47— 63(F) 48=-63(F) 49= 63(F) 50= 122(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEKREFERANCE PAGE M11-7473 rev. 101OZ2015 BEFORE USE. Design valid for use only with MITek0 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 bucking of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mii'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 In15S systems, seeANSI/TPI I Quality Criteria, DSO.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 T12753343 M11417 GRA Hip Girder 1 1 Job Reference (optional) unamDers i russ, Inc., rDR Pierce, rL 0.1 JV 5 aep I o ZV I / NII I UK InUUSLI Ieb, nlu. ru Lieu I o I u:oD:4J LV I / raye r I D:v3DWvfzbUx9l kXK7230?82yBP1 f-jhcj BOZIGe4GdSOiOKVOT? I V2ktMku7w5D Kal xyBkpk r1-0-Q 4-4-14 8-0-0 10-4-0 , 15-1-4 19-10-9 22-3-0 24-8-0 , 27-0-0 30-7-2 35-0-0 1-0-0 4-4-14 3-7-2 2-4-0 4-9-4 4-9 4 2-4-7 2-5-0 2 NAILED 5x8 MT18HS = 4.00 F12 Special 2x3 II NAILED 4 5 30 31 NAILED NAILED NAILED NAILED NAILED NAILED Special 5x8 MT18HS = 4x8 = 3x6 = 4x8 = NAILED 2x3 II 32 6 33 347 35 8 36 37 38 9 10 Scale=1:60.3 ie J`J 4V 41 44 4:5 1! 4x8 __ 2x3 II 3x6 II NAILED 5x6 WB= 2x3 II NAILED 4x5 = 3x6 = 6x12 = 3x6 II 2x3 II 3x4 — Special 3x10 = NAILED NAILED NAILED NAILED NAILED Special NAILED 3-7-2 12-4-0 27-0-0 , 30-7-2 35-0-0 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 FBC20171TP12014 CS1. TC 0.75 BC 0.91 WB 0.98 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl Ud -0.24 22-23 >999 360 -0.46 22-23 >648 240 0.10 16 n/a n/a 0.38 22-23 >788 240 PLATES MT20 MT18HS Weight: 171 lb GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. 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 6-18 5-21,9-16: 2x6 SP No.2 2 Rows at 1/3 pis 8-16 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1679/0-8-0, 16=4614/0-8-0, 12= 244/0-8-0 Max Horz 2=98(LC 7) Max Uplift 2=-1097(LC 8), 16=-2948(LC 8), 12=-464(LC 17) Max Grav 2=1682(LC 17), 16=4614(LC 1), 12=499(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4282/2675, 3-4=-4248/2728, 4-5=-4184/2732, 5-6— 4184/2732, 6-8=-1030/748, 8-9= 1855/3085, 9-10=-1855/3085, 10-11= 1045/1872, 11-12=-1097/1852 BOT CHORD 2-23=-2448/4027, 22-23=-2448/4027, 21-22— 2474/4072, 19-21= 2118/3479, 18-19= 2118/3479, 16-18=-566/1030, 15-16— 1715/1094, 14-15=-1754/1120, 12-14= 1754/1120 WEBS 4-22=-478/845, 4-21=-401/370, 5-21=-448/397, 6-21= 497/818, 6-19=-32/490, 8-16=-4699/2988, 10-16=-2300/1441, 10-15= 478/844, 9-16=-509/434, 8-18=-886/1686, 6-18=-2818/1783 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=12ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1097, 16=2948, 12=464. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 177 lb down and 289 lb up at 8-0-0, and 177 lb down and 289 lb up at 27-0-0 on top chord, and 607 lb down and 393 lb up at 8-0-0, and 607 lb down and 393 lb up at 26-11-4 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). LOAD CASE(S) Standard ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10/03,2016 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 M!Tek' 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 T12753343 M11417 GRA Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MI I el< Industries, Inc. 1-n uec ib 1 u:bb:44 zu1 t rage z ID:v3D W vfzbUx91kXK7230?82yBP 1 f-CtA5OkZwl xC6Fczuy2OFODrgoBDbTLN3Jt37ZNy8kpj LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-10— 54, 10-13= 54, 24-27= 20 Concentrated Loads (lb) Vert: 4=-136(B) 1 0=-136(B) 20=-80(B) 22= 607(B) 21=-80(B) 5=-136(B) 15=-607(B) 17= 80(B) 9= 136(B)31=-136(B) 32=-136(B) 33=-136(B) 34=-136(B) 35=-136(B) 36_ 136(B) 37= 136(B) 39— 80(B)40=-80(B)41=-80(B)42=-80(B)43=-80(B) Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 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 muss systems, seeANSI/TPI I Auallty Criteria, DSE-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 T12753344 M11417 GRB Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:45 2017 Page 1 I D:V3DW VfzbUX91kXK7230?82yBP1 f-g3kTc4aYoFKzsmY4W IXUZQNyKYgtC?QCYXph5gy8kpi -1-0-0 3-4-14 6-0-0 8-0-0 10-7.2 14-0-0 15-0-0 1-0-0 3-4-14 2-7-2 2-0-0 3-4-14 1-0-0 3x4 = Special 4x4 = Special 4x4 = 2x3 11 2x3 11 Special Special 3x4 = Scale=1:26.1 , 3-4-14 6-0-0 B-0-0 10-7-2 14-0-0 3-4-14 2-7-2 2-0.0 2-7-2 3-4-14 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.09 8-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.16 8-11 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.10 8-11 >999 240 Weight:51 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-7-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=970/0-8-0, 5=970/0-8-0 Max Horz 2=-61(LC 6) Max Uplift 2=-636(LC 8), 5=-636(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2227/1359, 3-4=-2109/1342, 4-5=-2227/1359 BOT CHORD 2-8=-1187/2080, 7-8=-1198/2109, 5-7=-1187/2080 WEBS 3-8=-157/424, 4-7=-1571424 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=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 beeri 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 Qt=lb) 2=636, 5=636. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 144 lb down and 256 Ib up at 6-0-0, and 144 lb down and 256 lb up at 8-0-0 on top chord, and 301 lb down and 190 lb up at 6-0-0; and 301 lb down and 190 lb up at 7-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3— 54, 3-4= 54, 4-6= 54, 9-12=-20 Concentrated Loads (lb) Vert:3=-96(B) 4=-96(B) 8=-301(B) 7=-301(B) ® WARNING -Verify design parameters end READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE 111I1-7473 rev. 1010312015 BEFORE USE. Design valid for use only,with M1100 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 fabricalton, storage, delivery, erection and bracing of trusses and buss 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 City Ply T12753345 M11417 J2 Jack -Open 10 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:45 2017 Page 1 I D:v3D W vfzbUx91 kXK7230?82yBP1 f-g3kTc4aYoFKzsmY4W IXUZQN_UYm_C 1 xCYXph5gy8kpi 1-0-0 12-0-0 Scale = 1:7.8 3x4 = 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft 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/TP12014 Matrix -MP Wind(LL) 0.00 7 >999 240 Weight: 8lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No-3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=141/0-8-0, 4=22/Mechanical, 3=38/Mechanical Max Harz 2=67(LC 12) Max Uplift 2=-136(LC 12), 4=-3(LC 9), 3=-28(LC 12) Max Grav 2=141(LC 1), 4=31(LC 3), 3=38(LC 1) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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=12ft; B=45ft; L=24ft; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIIrPI 1. 3) Gable studs spaced at 2-0-0 oc. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except Qt=lb) 2=136. ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek8 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 MiT®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 system& seeANSI/TPI I Quality Criteria, DSE-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 T12753346 M11417 J4 Jack -Open 10 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:46 2017 Page 1 ID:v3DWvfzbUx9lkXK7230?82yBP1 f-8GIspQbAYZSgUw6H3T2j5ew5bxOpxUBMnBYEeGyskph 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.01 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.41 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 Wind(LL) 0.03 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=89/Mechanical, 2=207/0-8-0, 4=50/Mechanical Max Horz 2=104(LC 12) Max Uplift 3=-79(LC 12), 2=-161(LC 12), 4= 7(LC 12) Max Grav 3=89(LC 1), 2=207(LC 1), 4=68(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.1 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 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=12ft; 13=45ft; L=24fh eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-11-4 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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=161. ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10103,2015 BEFORE USE Design valid for use only with MITeW 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, dellvery, erection and bracing of trusses and muss 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, Mexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12753347 M11417 J6 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MI I eK industries, inc. Fri Dec 15 10:55:46 20i / rage 1 I D:v3DWvfzb Ux91 kXK7230?82yBP1 f-8GIspQbAYZSq Uw6H3T2j5ew6xxwuxU BMnBYEeGyBkph 1-0-0 6-0-0 1-0-0 6-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Lid TOLL 20.0 Plate Grip DOL 1.25 TO 0.35 Vert(LL) -0.05 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.11 4-7 >624 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrik-MP Wind(LL) 0.11 4-7 >662 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=144/Mechanical, 2=278/0-8-0, 4=71/Mechanical Max Horz 2=142(LC 12) Max Uplift 3= 131(LC 12), 2= 193(LC 12), 4=-8(LC 12) Max Grav 3=144(LC 1), 2=278(LC 1), 4=102(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:14.3 PLATES GRIP MT20 2441190 Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. 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=12ft B=45ft; L=24fh eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-11-4 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 100 lb uplift at joint(s) 4 except Qt=lb) 3=13112=193. ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGE MI1-7473 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 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/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 T12753348 M 11417 J7 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -1-0-0 3x4 = RE 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:47 2017 Page 1 ID:v3DWvfzbUx91kXK7230?82yBP1f-cSrE1 mcoJsah63hTdAZyerTFRLDI gxQV?rloAiyBkpg 7-0-0 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.10 4-7 >857 360 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.21 4-7 >388 240 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 Wind(LL) 0.18 4-7 >469 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=170/Mechanical, 2=31510-8-0, 4=83/Mechanical Max Harz 2=161(LC 12) Max Uplift 3=-156(LC 12), 2=-210(LC 12), 4=-9(LC 12) Max Grav 3=170(LC 1), 2=315(LC 1), 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 3/4"=1' PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft L=24ft eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 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 100 lb uplift at Joint(s) 4 except Qt=lb) 3=156,2=210. ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 verify the applicability of design parameters and properly Incorporate this design Into the overall Wilding 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 fabricallon, storage, delivery, erection and bracing of trusses and truss systems. seeANSI/TPI I Quallty 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 22,114. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12753349 M11417 J8 Jack -Open 11 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 8.130 s Sep 15 2017 MI I ek industries, Inc. Fn Dec 1 b 10:bb:4/ 201 / Paget ID:v3DWvfzbUx9lkXK7230?82yBP1f-cSrE1 mcoJsah63hTdAZyerTDiLMlgxQV?rloAiy8kpg Scale = 1:17.4 Plate Offsets (X Y)-- [2:0-3-14 0-1-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.15 4-7 >656 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.32 4-7 >300 240 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 Wind(LL) 0.24 4-7 >394 240 Weight: 26lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=190/Mechanical, 2=351/0-8-0, 4=100/Mechanical Max Horz 2=180(LC 12) Max Uplift 3=-176(LC 12), 2=-228(LC 12), 4=-13(LC 12) Max Grav 3=190(LC 1), 2=351(LC 1), 4=143(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. 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=12ft B=45ft; L=24ft; eave--4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-11-4 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 100 lb uplift at joint(s) 4 except Qt=lb) 3=176,2=228. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE M11--7473 rev. 10/032015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building design. 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/FPI1 Quality Cdterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Mexandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12753350 M11417 KJ6 Diagonal Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s 6ep 15 2ul / MI I etc Industries, Inc. Fri Dec T5 1u:55:46 2u1 / rage t I D:v3D WvfzbUX9lkXK7230?82yB P1 f-4ePcE6dR4AiYkDGfBt4BA3?ShIiSPLBfEV1 Lj8y8kpf 1-5-0 4-7-8 8-5-1 1-5-0 4-7-8 3-9-9 Scale=1:18.7 N m N 3x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.10 6-9 >961 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.22 6-9 >453 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.07 6-9 >999 240 Weight: 33 lb FT = 20% 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) 4=79/Mechanical, 2=419/0-10-15, 6=279/Mechanical Max Harz 2=141(LC 8) Max Uplift 4=-88(LC 8), 2=-312(LC 8), 6— 136(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-678/406 BOT CHORD 2-6=-472/660 WEBS 3-6=-686/490 Structural wood sheathing directly applied or 6-0-0 oc puffins. 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=1211; B=45ft; L=24ft; eave=4fh Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and Is not Intended for use where aesthetics are a consideration. 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 tali by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (It=lb) 2=312, 6=136. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4= 54, 5-7=-20 Concentrated Loads (Ib) Vert: 11=-25(F= 13, B=-13) 12=-11(F=-6, B=-6) 13=-43(F= 21, B� 21) Q WARNING- Verlry design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MI1-7473 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 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 MOW 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/TPI1 Quality 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. Mexandrla. VA 22314. Job Truss Truss Type Qty Ply T12753351 M11417 KJ7 Diagonal Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 1-5-0 8.130 s Sep 15 2017 MITek Industries, Inc. Fn Uec 15 10:5b:49 201 i Nage 1 I D:v3DW vfzbUx91 kXK7230?82yBP1 f-Yrz_RSd3rUrPLNrslbcQjGYef9338kgoT9nu Eby8kpe 9-10-1 4-6-1 NAILED Scale = 1:21.2 3x4 = NAILED LJJ II NAILED 5 NAILED NAILED 5-3-15 9-10-1 5.3.15 4-6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.08 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 40lb FT=20% 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) 4=198/Mechanical, 2=510/0-10-15, 5=410/Mechanical Max Horz 2=160(LC 8) Max Uplift 4— 187(LC 9), 2=-364(LC 8), 5=-211(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1123/613 BOT CHORD 2-7=-687/1082, 6-7=-687/1082 WEBS 3-7=-34/296, 3-6=-1131/718 Structural wood sheathing directly applied or 6-0-0 oc puriins. Rigid ceiling directly applied or 8-9-4 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft L=24ft; 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 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 100 lb uplift at joint(s) except Qt=lb) 4=187, 2=364, 5=211. 6) "NAILED" indicates 3-1 Od (0.148"xX) or 2-12d (0.148"x3.25) toe-nalls per NDS guidlines. 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, 5-13 -20 Concentrated Loads (lb) Vert: 12=-25(F= 13, B=-13) 13=-148(F=-74, B=-74) 14=-13(F=-6, B= 6) 15=-43(F=-21, B=-21) 16=-89(F— 45, 13 -45) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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, 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 Sheet. Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12753352 M11417 KJ8 Diagonal Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s bep 15 201 t MI I ek Industries, Inc. Fri Dee 15 10:55:50 201 I rage r I D:v3DW vfzbUx91 kXK7230?82yBP 1 f-01 XMfnehcnzGzXQ2117fGU4pPZPl tBwxip W Sn 1y8kpd 1-5-0 5-3-15 9-10-1 1-5-0 5-3-15 4-6-1 Scale=1:21.2 NAILED 3x4 = NAILED �J NAILED NAILED 5 NAILED 5-3-15 9-10-1 5-3-15 4-6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.05 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.08 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MS Weight: 40lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=198/Mechanical, 2=510/0-10-15, 5=410/Mechanical Max Horz 2=160(LC 8) Max Uplift 4=-187(LC 9), 2=-364(LC 8), 5=-211(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1123/613 BOT CHORD 2-7=-687/1082, 6-7=-687/1082 WEBS 3-7=-34/296, 3-6=-11311718 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 8-9-4 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; 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 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 100 lb uplift at joint(s) except Qt=lb) 4=187, 2=364, 5=211. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 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: 12=-25(F=-13, B=-13) 13— 148(F� 74, B— 74) 14=-13(F— 6, B=-6) 15=-43(F= 21, B=-21) 16=-89(F= 45, B=-45) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 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 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 6904 Parke East Md. fabricatlom 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 City Ply T12753353 M11417 MV2 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 8.1.05 Sep i520i 1vuler, l r ruubure,, uW. rll Veu iu iv" raga , I D:v3D WvfzbUx9lkXK7230?82yBP 1 f-UD5ls7fJN557bh?EsOeuohd 11 yg8clQ5wTG?JTyBkpc 4.00 FIT LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 rl/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=41/2-0-0, 2=30/2-0-0, 3=11/2-0-0 Max Horz 1=21(LC 12) Max Uplift 1=-20(LC 12), 2=-30(LC 12) Max Grav 1=41(LC 1), 2=30(LC 1), 3=22(LC 3) 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 = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. 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=12ft; B=45ft; L=24fh eave=4ft Cat. 11; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 1010312016 BEFORE USE. Design valid for use only with 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 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, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSE-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 T12753354 M11417 MV4 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:51 2017 Page 1 1D:v3DWvfzbUx9lkXK7230?82yBP1 f-UD5ls7fJN557bh?EsOeuohdytyogclQ5wTG?JTy8kpc 4-0-0 4-0-0 Scale = 1:9.4 I 3x4 5:� 3x4 11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=109/4-0-0, 3=109/4-0-0 Max Horz 1=56(LC 12) Max Uplift 1=-54(LC 12), 3=-72(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-0-0 oc pudins, except end verticals. 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=12ft; B=45fh L=24ft 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) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 3. A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MITek8 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 MiTek prevent Is always reclulred 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/1PI1 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. Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/1 dr For 4 x 2 orientation, locate plates 0-1114' 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. 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. BCSA: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (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 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.