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HomeMy WebLinkAboutTRUSS, ; , 'I, �����® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 BY These truss designs rely on lumber values established by others. St Lucie County RE: M11417 - Site Information: Customer Info: WYNNE DEVELOPMENT Lot/Block: Address: UNKNOWN City: ST LUCIE COUNTY Project Name: M11417 Model: GEMINI Subdivision: State: FL MiTek USA, Inc. 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 7-10 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 61G15-31.003, section 5 of the Florida Board of Professional Enqineers Rules. No. Seal# Truss Name I Date No. I Seal# I Truss Name I Date 1 T12753335 A 12/15/17 18 T12753352_ KJ8 12/15/17 I2 I T12753336 I Al 112/15/17 119 I T12753353 _ I MV2 112/15/17 I 13 I T12753337 I A2 112/15/17 I20 I T12753354 I MV4 112/15/17 I 14 I T12753338 I A3 112/15/17 I I I I I I I I COPY I5 I T12753339 I A4 112/15/17 16 I T12753340 I A5 112/15/17 17 I T12753341 I B1 112/15/17 18 _ Ill 2�753342 tBHA 112/15/17 19 I T12753343 I GRA 112/15/17 10 I T127.53344 I GRB 112/15/17 �11 I T12753345 I J2 112/15/17 112 I T12753346 I J4 1 12/15/17 13 T12753347 J6 �_ ��FILE 12/15/17 14 I T12753348 I J7 112/15/17 I 15 i T127533491 J8 1 12/15/171 i 16 I TT12753350 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. lll/l1 A. 'Ifli EN g�. �9,L �,e' 39380 r rE OF �•�41/` R � N J A1- IIIIl"0era Thomas A Albanl PE No.39380 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 15,2017 Albani, Thomas 1 of 1 Job Truss Truss Type , Qty , Ply T12753335 M 11417 A Common 9 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL dIt 6 8-4-0 8-4-0 4.00 FIT 45 = 8.130 s Sep 15 2017 Mil eK Industries, Inc. Fri Uec I 1 U:bb:34 2U1 f Fage 1 I D:v3DWvfzbUX9l kXK7230?82vBP 1 f-UvZJIJSfNtvX23CzNxgvc6Qzp6re7ubbOKecCW8kpt 4-7-0 4-7-0 17 .- 15 -- - 14 -- 12 4x5 —_ 2x3 I I Sx6 W B= 5x6 W B= 3x8 = 3x8 = 8-4-0 12-11-0 17-6-0 22-1-0 26-8-0 8-4-0 4-7-0 4-7-0 4-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.31 14-15 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.65 14-15 >645 240 BCLL 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 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1424/0-8-0, 10=1424/0-8-0 Max Horz 2=200(LC 11) Max Uplift 2=-868(LC 12), 10=-868(LC 12) 2x3 11 Scale=1:59.3 4x5 = PLATES GRIP MT20 244/190 Weight: 169 lb FT = 20% 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. 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; 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) 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 = 10.0psf. 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 lb down and 70 lb up at 15-0-0, and 76 lb 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 (plf) Vert: 1-6=-54, 6-11=-54, 18-21— 20 Concentrated Loads (lb) Vert: 26=-75(F) 27=-75(F) Im 6 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 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 �9 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 M iTe k' 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. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI i 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 , aty Ply T12753336 M11417 At Roof Special 10 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x5 = 4.00 F12 14 13 2x3 11 5x8 = 2.00 12 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:35 2017 Page 1 31kXK7230?82yBP1 f-y87hVfTHBA4OgDn9wfM89Jz4GW8usKBkF_091Py8kps 7-2 13-7-8 17-6-0 23-11-12 35-0-0 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,Edgej Scale=1:60.3 3xl2 = >C") LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 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 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.79 12 >532 240 Weight: 158lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 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 Harz 2=200(LC 11) Max Uplift 2=-825(LC 12), 10=-825(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-12 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=5fh 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 = 10.0psf. 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. ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEKREFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE. r.� 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/TPI1 Quality Cdteria, 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 i Ply T12753337 M11417 A2 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:36 2017 Page 1 I D:v3DWvfzbUX91kXK7230?82yBP 1 f-RKh4j?TvvUCFHN MM UMtN hXVGKwTgbnsuUe7i Hry8kpr r1-0-Q 8-0-1 13-7-8 76-0.0 , 19-0-0 , 23-11-12 , 26-6.2 , 35-0-0 36-0-Q 0- 8-0-1 5-7-7 2-4-8 3-0-0 4-11-12 2-6-6 8-5-14 4-0-d 4.00 12 Sx6 = 4x5 = 14 2x3 11 5x6 = 3x5 = 2.00 12 Scale=1:62.3 3x12 _ 8-0-1 13-7-8 16-0-0 19-0.0 23-11-12 29-0-0 35-0-0 8-0-1 5-7-7 2-4-8 3-0-0 4-11-12 5-0-4 6-0-0 Plate Offsets (X Y)-- [2:0-1-6 Edge] [4:0-2-7 Edge] [8:0-3-0 0-3-4] [9:0-1-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 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 n1a n/a BCDL 10.0 Code FBC2017/fP12014 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 Harz 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, 8-11=-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=45ft; L=35ft; eave=5ft; Cat. 11; 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 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 Ito uplift at joint(s) except (jt=lb) 2=825, 9=825. ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11.7473 rev. 10/032015 BEFORE USE. Design valid for use only with Mllek(D 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 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 r Oty i Ply T12753338 M11417 A3 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s 5ep 15 2017 Mi I eK Inoustries, Inc. rn uec 1 b 1 u:bb:31 zu1 t rage 1 I D:v3D W vfzbUx9lkXK7230?82yBP 1 f-vXFSwLUXgoK6vXwY24OcEk2TDJpxKEM1 iHtGpHyBkpq 1-0- 8-0-1 14-0-0 21-0-0 23.11-12 26-NO 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 5x6 = 5x6 = A nn F�07 4 22 23 5 Syr. Scale = 1:61.3 �2 0 13 '- 24 11 5x6 = 3x5 = 2.00 F12 3x12 = 8-0-1 13-7-8 21-0-0 23-1 1-12 29-0-0 35-0-0 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] [8:0-1-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.52 10 >802 360 MT20 244/190 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 Incr YES WB 0.74 Horz(CT) 0.35 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -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 puriins. 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: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12fh B=45ft; L=35ft; eave=5fh Cat. II; Exp C; Encl., GCpl=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 & 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 20.0psf 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. ® WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. 1hls design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12753339 M11417 A4 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:38 2017 Page 1 I D:v3D W vfzbUx91 kXK7230?82yBP1 f-Nj pg8hV9R5SzXhVkbnvrmybegj9L3f KAxxcpMkyBkpp r1-0-q 6-5-9 12-0-0 13-7-8 , 18-3-12 23-0-0 2q-11-12 26-9-9 _ 35-0-0 q6-00, -0- 6-5-9 5-6-7 1-7-8 4-8-4 4-8-4 0-11-1 2-9-13 8-2-7 i-0-0� �1 6 2x3 11 5x6 = 3x4 = 5x8 MT18HS = 4.00 12 4 23 5 6 7 14 13 3x4 3x6 = 3x4 = 6x8 = 2.00 12 2-2-9 ' 3-3-14 ' 1-7-8 35-0-0 Scale = 1:61.3 3xi2 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 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 BOLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.73 11-12 >573 240 Weight: 159lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-6 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, 9=1349/0-8-0 Max Harz 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 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; 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, Intedor(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 joints) 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 MITEKREFERANCE PAGE 114II-7473 rev. 1W03/2015 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 t� MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and 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 Qry Ply T12753340 M11417 A5 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:39 2017 Page 1 I D:v3D WvfzbUx9l kXK7230?82yBP 1 f-rvNCLi W nCPag8r4x9UQ4J97tA7aeoBgKAbMNuAy8kpo 1-0- 6-7-15 10-0-0 17-6-0 25-0-0 28-4-1 35-0-0 6-0- 1-0- 6-7-15 3-4-1 7-6-0 7-6-0 3-4-1 6-7-15 11-04 6 Scale=1:60.4 4x4 = 4.00 F12 4 23 24 25 3x4 = 4x5 = 26 27 28 6 13 n 4x5 = 3x4 = 3x6 = 2x3 11 3x6 = 6x8 = 3x5 = 10-0-0 7-6-0 6-10-0 0-8-0 10-0-0 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [8:0-0-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 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 FBC2017/TPf2014 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 puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-6 oc bracing. WEBS 2x4SPNo.3 WEBS 1 Row atmidpt 5-10 REACTIONS. (lb/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/TP1 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 at=lb) 2=616, 8=314, 10=720. A WARNING - Verify 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 verily the applicability 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, ereclion 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, Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type City , Ply T12753341 M11417 B1 Common 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:40 2017 Page 1 I D:v3D W vfzbUx91kXK7230?82yBP1 f-J6waZN W Pzjihm?f7jCxJsNg5mX_hXIpTOF5wQcy8kpn 1-0-0 • 7-0-0 14-0-0 1-0-0 7-0-0 7-0-0 46 = 2x3 11 3x4 = Scale=1:24.3 3x4 = Io 7-0-0 7-0.0 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [4:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CS]. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.08 5-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.14 5-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MS Wind(LL) 0.10 5-8 >999 240 Weight: 48lb FT=20% LUMBER- BRACING - TOP CHORD 20 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 B-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.Opsf; h=12ft B=45ft; L=24fh eave=4ft Cat. 11; 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 7-0-0, 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 joints) except Qt=lb) 4=295, 2=380. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE ° Design valid for use only with MllekO 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. Addilional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City , 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:v3D WvfzbUx91kXK7230?82yBP1 f-FU2Lz2YgVKyP?IpVgd_nxolGMKW s?bnmsZal VVyekpl • 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.E-0 13-6-0 15.1-6 17-6-0 19-6-0 21-6-0 23.6-0 25.6-0 28-0-0 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 2.0-0 0- 0 2-0-0 2-0-0 0-4-2 2-1-14 15-1 -7- 4-11-13 0-4-10 1-7-6 Scale = 1:61.3 35 yu �� uv vo 33 yo — pro 32 era 4x10 = 3x4 = SNP3 NAILED 10-4-3 5x8 MT18HS = NAILED NAILED NAILED 15-1-6 NAILED NAILED NAILED 5x8MT18HS= NAILED 19-10-10 24-7-13 BRACED BY END JACKS, I PROPERLY CONNECTED 28-0-0 30 3x4 = 1-5-1 4x8 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d 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 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 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 oc puffins. 4-16: 2x4 SP M 31 Except: BOT CHORD 2x4 SP M 30 3 Rows at 1/4 pts 4-18 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-3-8 oc 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= 2178/1233, 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. 11; 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 joint(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 guidlines. 13) SNP3: A minimum of (6) 8d x 1-112" nails are required into each member. All nailing is required in face of supported chords. For ns flan es mav Drotrucle above or below truss chords. Bendina of extended flan es is ermitted. 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/IEKREFERANCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with Mllek® 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 wilh possible personal injury and property damage. For general guidance regarding the fabricaliom storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI l 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 City . Ply T12753342 M11417 BHA Common Girder 1 1 Job Reference (optional) Chambers 1 russ, Inc., Fort Pierce, FL 8.13u s Sep 1 b zu1 / MI I el(Inaustrles, Inc. Fn uec 1 b 1U:bb:4Z Zu1 / rage z I D:v3D W vfzbUx91kXK7230?82yBP1 f-FU2Lz2YgV KyP?IpVgd_nxoiGM KW s?bnmsZal VVy8kpl 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, 26-29=-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 MITEKREFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with WOO 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 tnrsses 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 City - Ply T12753343 M11417 GRA Hip Girder 1 1 Job Reference (optional) cnamoers i russ, mc., rorr Merce, rL 0. i 3U s aep 10 eU r I rvu i en 111UU5u1e5, inc. rn uec r o r u:oa:4o zu i r rnye r I D:V3DWVfzbUx91 kXK7230?82yBP 1 f-jhcj BOZIGe4GdSOiOKVOT?IV2ktM ku7w5D Kaixy8kpk 1.0-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 96-0-Q r1.0-0 4-4-14 3-7-2 2-4-0 4-9-4 4-9-4 2-4-72-4-0 3-7-2 4-4-14 0-0 NAILED NAILED 5x8MT18HS—_ NAILED NAILED NAILE 4.00 F12 Special 2x3 II NAILED 4x8 = 3x6 = 4 5 30 31 32 6 33 347 35 D NAILED NAILED Special _ 5x8 MT18HS = 4x8 NAILED 2x3 II 8 36 37 38 9 10 Scale=1:60.3 2x3 3 I 2x3 11 11 2 fill 1111 iS �- 23 22 21 20 39 19 40 41 42 18 43 17 16 15 14 4x8 = 2x3 II 3x6 II NAILED 5x6 WE= 2x3 II NAILED 4x5 = 3x6 _ 6x12 = 3x6 II 2x3 II 3x4 _— Special 3x10 = NAILED NAILED NAILED NAILED NAILED Special NAILED 4-4-14 8-0-0 10 4-0 15-1-4 19-10-9 2?.- 6 0 24-8-0 27-0-0 30-7.2 35-0-0 4-4-14 3-7-2 2-4-0 4-9-4 4-9-4 7- 4-2-0 2-4-0 3-7-2 4-4-14 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 �- 23 22 21 20 39 19 40 41 42 18 43 17 16 15 14 4x8 = 2x3 II 3x6 II NAILED 5x6 WE= 2x3 II NAILED 4x5 = 3x6 _ 6x12 = 3x6 II 2x3 II 3x4 _— Special 3x10 = NAILED NAILED NAILED NAILED NAILED Special NAILED 4-4-14 8-0-0 10 4-0 15-1-4 19-10-9 2?.- 6 0 24-8-0 27-0-0 30-7.2 35-0-0 4-4-14 3-7-2 2-4-0 4-9-4 4-9-4 7- 4-2-0 2-4-0 3-7-2 4-4-14 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 FBC2017/TPI2014 CSI. 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 pudins. 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 pts 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 Harz 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. 11; 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) 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- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 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 properly Incorporate this design Into the overall building deslgn. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty . Ply T12753343 M11417 GRA 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 10:55:44 2017 Page 2 ID:v3DWvfzbUx9lkXK7230?82yBP1 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) 10=-136(B) 20= 80(B)22=-607(B) 21=-80(B) 5=-136(B)15=-607(B) 17=-BO(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(1]1) 41=-80(B) 42=-80(B) 43=-80(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 101OZ2015 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/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 T12753344 M11417 GRB Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.13u s Sep lb 2ul I Mi t ek inausmes, inc. Fri Dec 15 i u:oo:4a zui r rage i ID:v3DWvfzbUx91kXK7230?82yBP1 f-g3kTc4aYoFKzsmY4WIXUZQNyKYgtC?QCYXph5gyBkpi 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 2-7-2 3-4-14 Special 4x4 = Special 4x4 = 2x3 11 2x3 11 3x4 = Special Special 8-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d TCLL 4 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.09 8-11 >999 360 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 FBC2017ITP12014 Matrix -MS Wind(LL) 0.10 a-11 >999 240 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=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. (Ib) -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— 119812109, 5-7= 1187/2080 WEBS 3-8= 157/424, 4-7=-157/424 Scale = 1:26.1 Ira o' 3x4 = 14-0-0 3-4-14 PLATES GRIP MT20 244/190 Weight: 51 lb FT = 20% Structural wood sheathing directly applied or 4-7-2 oc puriins. Rigid ceiling directly applied or 6-7-6 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=3.0psf; h=12ft; B=451h L=24ft; eave=4fh 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) 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 20.0psf 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 at=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 lb 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 designtselection 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- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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 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:v3DW vfzbUx91kXK7230?82yBP1 f-g3kTc4aYoFKzsmY4W IXUZQN_UYm_C1 xCYXph5gy8kpi 1-0-0 2-0-0 1-0-0 2-0-0 3x4 = 2-0-0 2-0-0 N ti O Scale = 1:7.8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl 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 FBC2017ITP12014 Matrix -MP Wind(LL) 0.00 7 >999 240 Weight: 8ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=141/0-8-0, 4=22/Mechanical, 3=38/Mechanical Max Horz 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 (lb) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc puriins. 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=45fh L=24fh eave=4fh Cat. 11; 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) 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. 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 at=lb) 2=136. A 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 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/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 T12753346 M11417 J4 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 10:55:46 2017 Page 1 I D:v3DW vfzbUxgl kXK7230?82yBP 1 f-8GIspQbAYZSgUw6H3T2j5ew5bxOpxUBMnBYEeGyskph -1-0-0 4.0-0 1-0-0 4-0-0 3x4 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl 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 FBC2017lrP12014 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. 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; 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 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 psi 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 Ot=lb) 2=161. ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1e/012015 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 WOW 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 T12753347 M11417 J6 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -0-0 3x4 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:46 2017 Page 1 1D:v3DWvfzbUx9IkXK7230?82yBP1 f-8GIspQbAYZSgUw6H3T2j5ew6XxwuxUBMnBYEeGyBkph 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 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 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) 0.11 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=-B(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 244/190 Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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=12ft; B=45ft L=2411t; eave=oft 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 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 MIrEK REFERANCE PAGE MR-7473 rev. 10/032015 BEFORE USE Design valid for use only with MRekO 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 vedfy 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 fabdcatlon, 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 Tnra Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty, Ply T12753348 M 11417 J7 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:47 2017 Page 1 I D:v3D WvfzbUX9lkXK7230?82yBP1 f-cSrE1 mcoJsah63hTdAZyerTFRLD 1 gxOV?rloAiy8kpg 1-0-0 7.0-0 1-0-0 7-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell 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=315/0-8-0, 4=83/Mechanical Max Horz 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"=l' 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 psi 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. A wARNfNG - Verlry design parameters and READ NOTES ON THIS AND INCLUDED NITEKREFERANCE PAGE MIP7473 rev. 1010312016 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 persona( Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and tracing 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 T12753349 M11417 J8 Jack -Open 11 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:47 2017 Page 1 ID:v3DWvfzbUx91kXK7230?82yBP1 f-cSrE1 mcoJsah63hTdAZyerTDiLMlgxQV?rloAiy8kpg -1-0-0 8-0-0 1-0-0 8.0.0 Scale=1:17.4 3x4 8-0-0 Plate Offsets (X,Y)-- [2:0-3-14,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 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- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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. 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. ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10103/20IS BEFORE USE ° Design valid for use only with M1Tek0 connectors. This design Is based only upon parameters shown. and Is for on Individual [wilding 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, seeANSIAPI 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 T12753350 M11417 KJ6 Diagonal Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:48 2017 Page 1 ID:v3DWvfzbUx91kXK7230?82yBP1f-4ePcE6dR4AiYkDGfBt4BA3?ShliSPLBfEV1 LiBy8kpf 1-5-0 4-7-8 8-5-1 _ 1-5-0 4-7-8 3-9-9 3x5 = Plate Offsets 8-5-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.10 6-9 >961 360 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 FBC2017ITP12014 Matrix -MP Wind(LL) 0.07 6-9 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=79/Mechanical, 2=419/0-10-15, 6=279/Mechanical Max Horz 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 Scale = 1:18.7 PLATES GRIP MT20 244/190 Weight: 33 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45fh L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (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 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=312, 6=136. 7) "NAILED" indicates 3-1Od (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 (lb) Vert: 11=-25(F=-13, B=-13) 12=-11(F=-6, B=-6) 13=-43(F=-21, B=-21) A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Mll-7473 rev. 10/03/2015 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 verity the applicability of design parameters and properly Incorporate this design Into the overall balding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and 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 T12753351 M11417 KJ7 Diagonal Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MI I eK Intlustnes, Inc. i-n Dec 15 1 U:55:49 2U1 / rage 1 1D:v3DWvfzbUX9lkXK7230?82yBP1 f-Yrz_RSd3rUrPLNrslbcOjGYef9338kgoT9nuEby8kpe 1-5-0 5-3-15 9-10.1 1-5-0 5.3-15 4-6-1 NAILED Scale = 1:21.2 Io N m 6 N N uJ 11 5 NAILED 3x4 = NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 TCDL 7.0 Lumber DOL 1.25 BC 0.38 BCLL 0.0 ' Rep Stress Incr NO WB 0.46 BCDL 10.0 Code FBC2017[TP12014 Matrix -MS 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 (Ib) 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 NAILED 9-10-1 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.05 6-7 >999 240 MT20 244/190 Vert(CT) -0.08 6-7 >999 240 Horz(CT) 0.01 5 n/a n/a Weight: 40 lb FT = 20% 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: 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. il; 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 five load of 20.0psf 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 (0.148"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(1`= 21, B=-21) 16= 89(F=-45, B=-45) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 11,117-7473 rev. 10/03/2015 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 aril property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wilh 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 Ql)s Ply T12753352 M11417 KJ8 Diagonal Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL B.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:50 2017 Page 1 ID:v3DWvfzbUx91kXK7230?82yBP1 f-01 XMfnehcnzGzXQ2117fGU4pPZPItBwxipWSnlyBkpd • -1-5-0 5-3-15 9-10-1 1-5-0 5-3-15 3x4 = NAILED NAILED NAILED NAILED NAILED Scale=1:21.2 Io 5-3-15 4-6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 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/TP12014 Matrix -MS Weight: 40lb 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 8-9-4 oc bracing. 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 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=241t; 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 Ot=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) A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev. 10/03&015 BEFORE USE. Design valid for use only with MITek® connectors. this design is lased 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/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 Qqr Ply T12753353 M11417 MV2 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 I D:v3DWvfzbUxglkXK7230?82yBP1 f-UD5ls7fJ N557bh?EsOeuohdl l yg8clQ5wTG?JTy8kpc 2-0.0 2-0.0 4.00 12 3x4 Scale = 1:6.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 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 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 5 lb FT = 20% 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. 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=12111; B=45ft L=24ft 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) 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/TPI 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 Ito uplift at joint(s) 1, 2. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MR'EKREFERANCE PAGE MII-7473 rev. f0/M3/2015 BEFORE USE Design valid for use only Win MfFek® 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 sfablllty 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 Inks Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T12753354 M11417 MV4 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4-0-0 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Dec 15 10:55:51 2017 Page 1 I D:v3DWvfzbUx91kXK7230?82yBP1 f-UD5ls7fJN557bh?EsOeuohdytyogc105wTG?JTy8kpc Scale =1:9.4 I 3x4 i 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid 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 FBC2017/TP12014 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 puffins, except end verticals. 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. 11; 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) 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- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MliekO connectors. This design Is based only upon parameters shown, and is for an Individual buiding 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/TPl1 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 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. For 4 x 2 orientation, locate plates 0-1rid' 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. BCSI7 Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ff-in-sixteenths (Drawings not to scale) 2 TOP CHORDS f3 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 atjoint 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.