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HomeMy WebLinkAboutTRUSS PAPERWORKLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs ,rely on lumber values established by others. MiTek® RE: 1458437 - Mark Ortolani Res. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Z Customer info: Jody Modine Project Name: Mark Ortolani Res. Model: Custom Lot/Block: .. Subdivision: .. Address` 13208 Okeechobee Road City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/ FP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 11 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 Engineers Rules. No. Seal# Truss Name Date 1 T15138381 CJ01 9/20/18 2 1 Ti . 138382 1 EJ01 1 9/20/18 13 T16138383 I T01 1 9/20/18 14 l T15138384 I T02 1 9/20/18 1 15 I T1$1383851 T03 1 9/20/18 1 16 I T1;51383861 V01 1 9/20/18 1 17 1 T1§1383871 V02 1 9/20/18 1 18 1 T1,!138388 I V03 1 9/20/18 1 19 1 T115138389 1 VO4 1 9/20/18 1 110 1 T115138390 I V05 1 9/20/18 1 111 I T115138391 I V06 1 9/20/18 1 The truss ldrawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. , Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g.; loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSUTPI 1, Chapter 2. SCANNCU BY NS'.c'��a � s 0 68182 0:. TATE 'OF 4 O OP.•��,. az PE No.68182 Inc. FL Cert 6634 East Blvd. Tampa FL 33610 `-'' September 20,2018 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply Mark Ortolani Res. T15136381 1458437 CJ01 Jack -Open 2 1 Job Reference o tional .41 Builders FirStSourde, Plant City, FL 33566 8.220 a rvlay e4 4u 1 o Wa 1 em 11luu-1lea, 1-- 1 w -F - 1 --.- - - , -U- I D: N_sfALxJCAkMs4?kL5Xkgbz6l Fy-B5gR_TZPs_gOH_BjvGaEUXM miZr3xgwK4ZsKbiybi50 _2-9-15 2-9-3 2-9-15 2-9-3 2.12 12 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 7 >999 240 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP LUMBER- IBRACING- TOP CHORD 2X4 SP M 31 TOP CHORD BOT CHORD 2X4 SP No.2 BOT CHORD REACTIONS. (Ib/size) 3=19/Mechanical, 2=33510-10-15, 4= 1/Mechanical Max Horz 2=60(LC 8) ,Max Uplift 3=-12(LC 12), 2=-329(LC 8), 4=-1(LC 1) Max Grav 3=23(LC 3), 2=335(LC 1), 4=36(LC 8) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:11.2 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% Structural wood sheathing directly applied or 2-9-3 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. II; Exp C; Encl., GCpi=0.18; W FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plte grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 3) ` 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 betwee{p1 the bottom chord and any other members. 4) Refer to girde'r(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 3, 329 lb uplift at joint 2 and 1 lb uplift at joint 4. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular bull i ing is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev, 1010312015 BEFORE USE MlTakb This design Is based only upon parameters shown, and Is for an Individual bu�din g component, not � Design valid for Use only with connectors. orate this truss Before use, the building designer must verify the applicability of design parameters and properly Incorpdesign Into the overall a system. bullding desigri. Bracing Indicated Is 10 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, seeANSHIP1l GuallfyCrBedd, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonmq/lon ovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Mark Ortolani Res. 112 T15138382 1458437 EJ01 Jack -Open 1 a Job Reference (optional) Builders FirstSourGe, Plant City, FL 33566 u.zzu s iviay 24 zui o rvu r eK mausrnes, n1c. 1 nu oeP cV r.�w.« <� o Faye I D: N_sfALxJCAkMs4?kL5Xkgbz6l Fy-fH EpBpal d HoFvBmvSz5T1 Ivw_zC7g7AUJDcu8Bybl5? 2_0_0 1-10-8 2.0-q 2_0_0 1-10.8 -1-8 3.00 12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 TCDL 7.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2�4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 2=240/0-8-0, 4=1 1 /Mechanical IIax Harz 2=58(LC 8) Max Uplift 2= 233(LC 8), 4= 16(LC 9) Max Grav 2=240(LC 1), 4=45(LC 8) Scale = 1:7.8 (3)- 0.131 x3.5" TOENAILS 3x4 = DEFL. in (loc) Vdefl Vd PLATES GRIP Vert(LL) -0.00 7 >999 360 MT20 2441190 Vert(CT) -0.00 7 >999 240 Horz(CT) 0.00 4 n/a Na Weight: 9lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft Cat. II; Exp C; Encl., GCpi=0.18; W FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 pl to grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother 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 girde�(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 233 lb uplift at joint 2 and 16 lb uplift at joint 4. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312016 BEFORE USE ' Design valld for Use only with Mlfelt® cohnectots. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. More use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is 10 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 fabrlcafion, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII QualityCrB®r/a, DSB-89 and BCSI Building Component Saletylntonnojiomvailable from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cty, Ply Mark Ortolani Res. T1513B383 1458437 T01 Common 1 1 ' Job Reference (optional) a non KA oA 0018 Nffek lndustrles Inn This Sep 2n 11:5d•23 2018 PAaA 1 Buiiders FirsiSour le, i"lanl VILy, rL 3JD00 ., �....� ._, �.. ... ......... ............__ I ..._. ..._ __ __ .._ ..__ —_ . _ I D: N_sfALxJCAkMs4?kL5Xkgbz6l Fy-7UoBP8bfObw6Xl L60hciZyS? PNI BPVwdXtLRgaybl5_ 7-4.8 12-6-0 17-7-8 25-0.0 7-4-8 5-1-8 5-1-8 7-4.8 Scale=1:44.0 ST1 46 = 3.00 F12 3 16-6-10 16 18 3TP = LOADING (psf) TOLL 20.0 TCDL 7.0 BOLL 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. TO 0.82 BC 0.97 WB 0.35 Matrix-MSH DEFL. in Vert(LL) 0.31 Vert(CT) -0.45 Horz(CT) 0.09 (loc) Udefl Lid 6-14 >968 360 6-14 >674 240 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 96 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins. BOT CHORD 2�' 4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=925/0-8-0, 5=925/0-8-0 Max Harz 1=57(LC 17) Max Uplift 1=-389(LC 8), 5=-389(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2803/2441, 2-3= 2611/2295, 3-4= 2611/2295, 4-5=-2803/2441 BOT CHORD 1-8=-2288/2697, 6-8=-1495/1835, 5-6= 2288/2697 WEBS 3-6=-663/855, 4-6= 393/507, 3-8=-663/855, 2-8= 393/507 NOTES- (6) 1 1) Unbalanced of live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 betweeb the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 1 and 389 lb uplift at joint 5. 1 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: a IC? a September 20,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITe' D connectors. This design Is based only upon parameters shown, and Is fot ati 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 desigr'. Bracing Indicated Is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° building prevent of 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, seeANS601I QualityCrCarb, DSO-89 and BCSI BuDd/ng Component 6904 Parke East Blvd. Safetv/nfounuffo ivoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA.22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply Mark Ortolani Res. T15138384 1458437 T02 Common 5 , 1 Job Reference (optional) Builders FirstSouree, Plant City, FL 33566 7-4-8 3.00 12 LOADING (psf) SPACING- 2-0-0' TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2X4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP N0.3 REACTIONS. I (Ib/size) 2=1035/0-8-0, 6=1035/0-8-0 Max Horz 2=70(LC 8) Max Uplift 2_ 525(LC 8), 6=-525(LC 9) 8.220 s May 24 2018 MI I ex Industries, Inc. Thu Sep 20 1 .54.44 20 18 rage r I D:N_sfALxJCAkMs4?kL5Xkgbz6l Fy-bgM acUc19v2z8Rwl aO8x6A_B4ngi8ySmmX5_B 1 yb14z 17-7.8 } 25-0-0 27-0-0 5-1-8 7-4-8 2-0.0 4x6 = 25-0-0 Scale =1:46.7 d jm 6 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.76 Vert(LL) 0.28 8-16 >999 360 MT20 244/190 BC 0.88 Vert(CT) -0.43 8-10 >705 240 W B 0.33 Horz(CT) 0.09 6 n/a n/a Matrix-MSH Weight: 102 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-13 oc bracing. FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2733/2340, 3-4=-2546/2200, 4-5=-2546/2200, 5-6=-2733/2340 BOT CHORD 2-10=-2124/2627, 8-10= 1397/1798, 6-8=-2152/2627 WEBS 4-8=-629/821, 5-8= 379/488, 4-10=-629/821, 3-10— 379/488 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12fF Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) 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 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 tit betweeh the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 525 lb uplift at joint 2 and 525 lb uplift at joint 6. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular built ing is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design vaild fo�, use only with MITe'k@ 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 requlrgd for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stofage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII OuaMy CrS®da, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnlormallorrivailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 I Job Truss Truss Type city Ply Mark Ortolani Res. T15138385 1458437 T03 GABLE 1 1 - --- "............. Job Reference o tional ..:r_,_ ,_...-'-`-- '-- ram.. o_., n� ...�.I.n� nn.o ❑,..,.. . Builders FirstSourde, Plant City, FL 33566 7-4-8 3x6 = 46 = 3.00 F12 6.220 J IVliiy 44 4u 1 o IVII I Cn II IUII'II ICJ, 1111i. .... —P Z 17-7-8 25-0-0 Scale=1:46.7 3x6 = 3x4 = 3X4 3x4 = ST1.5x8 STP = ST1 5x8 STP = 3x4 = 3x6 = 8-5-6 8.1.4 8-5-6 Plate Offsets (X Y)-- f2'0-3-8 0-0-21 (4:0-3-0 0-0-21 (8:0-1-12 0-0-41 f10:0-2-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.31 10-30 >967 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.43 8-10 >701 240 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FB02017fTP12014 Matrix-MSH Weight: 125 lb FT = 20% LUMBER- I BRACING - TOP CHORD 2X4 SP N0.2 TOP CHORD BOT CHORD 2X4 SP No.2 BOT CHORD WEBS 2X4 SP No.3 OTHERS 2} SP No.2 REACTIONS. (Ib/sjze) 2=952/08-0, 6=95210-8-0 Max Horz 2=111(LC 34) Max Uplift 2= 800(LC 4), 6= 800(LC 5) Max Grav 2=1009(LC 23), 6=1009(LC 23) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2716/1729, 3-4=-2530/1606, 4-5=-2529/1606, 5-6= 2716/1730 BOT CHORD 2-1 0=-1 662/2609, 8-10= 1005/1789, 6-8= 1554/2609 WEBS 4-8=-567/813, 5-8=-375/445, 4-10=-567/813, 3-10=-375/445 Structural wood sheathing directly applied or 2-8-3 oc pudins. Rigid ceiling directly applied or 4-4-3 oc bracing. NOTES- (11) I 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI(TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss ha4 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 800 lb uplift at joint 2 and 800 lb uplift at joint 6. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 132 lb down and 25 lb up at 2-0-0, and 132 lb down and 25lb up at 23-0-0 on top chord, and 80 lb down and 20 lb up at 2-0-0, 34 lb down and 10 lb up at 4-0-12, 34 lb down and 10 lb up at 6-0-12, 34 lb down and 10 lb up at 8-0-12, 34 lb down and 10 lb up at 10-0-12, 34 lb down and 10 lb up at 12-0-12, 34 lb down and 10 Ib up at 12-11-4, 34 lb down and 10 lb up at 14-11-4, 34 lb down and 10 lb up at 16-11-4, 34 lb down ar1d 10 lb up at 18-11-4, and 34 lb down and 10 lb up at 20-11-4, and 80 lb down and 20 lb up at 22-11-4 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). 11) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING • Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev. 1010312015 BEFORE USE. m� Design valld for use only with Iv'ITekV connectors. This design Is based only upon parameters shown, and Is for on individual building component, hot � a truss system. I building design Aafore use, the building designer must verify the applicability of design parameters and properly 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" Is always required prevent 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, seeANSMI1 QualBy Cr6edo, DSO-89 and SCSI Building Component 6904 Parke East Blvd. SatetvinformaYonovallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Mark Ortolani Res. T15138385 1458437 T03 GABLE 1 1 ' Job Reference (optional) Builders FlrstSource, Plant clry, I-L 33666 6.LCV S IVIQy L4 GV I O IVII I GA II IUU-1I—, II Imo. 116 .yap �„ ,,, ,..yam I D: N_sfALxJCAkMs4?kL5Xkgbz6l Fy-3swyggcwwCAqmbVU86fAeNXMrB?otO5w? BgykTyb14y LOAD CASE(S) (Standard 1) Dead + Roof Lyve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loadsi(plf) Vert: 1 2=-54, 2-34=-14, 4-34=-54, 4-37=-54, 6-37=-14, 6-7=-54, 28-31= 20 Concentrated Loads (lb) Vert: i9=20(F) 40=10(F) 41=1 O(F) 42=10(F) 43=10(F) 44=10(F) 45=10(F) 46=10(F) 47=10(F) 48=10(F) 49=1 O(F) 50=20(F) ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid lb� use only with AFITelcb connectors. This design Is based only upon parameters shown, and is for a7 Individual building component not a truss system. �efore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building deslgq. Bracing prevent of 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, seeANSUMII @ualByCluedq DSB-89 and BCSI Bogdhlg Component 6904 Parke East Blvd. Safety /nfolmatbnavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 33610 Job Trus i Truss Type City Ply Mark Ortolani Res. T15138386 1458437 Vol Valley 1 1 ' Job Reference (optional) Builders FirstSource, Plant City, FL 33566 3.0.0 3-0-0 q a 0 8.220 s May 24 2018 MITek Industries, Inc. Thu Sep 20 11:54:26 2018 Page 1 ID:N_sfALxJCAkMs4?kL5Xkgbz6lFy-Y2UK1AdYhWlhOl3hhpAPBb4hfaVycx93Era5Gvybl4x 6-0-0 1 3x4 = 3.00 Fl2 3x4 :� 3x4 ZZ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defl Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.12 Vert(LL) n/a n/a 999 TCDL 7.0 , Lumber DOL 1.25 BC 0.26 Vert(CT) n/a n/a 999 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0. F Code FBC2017/TP12014 Matrix-P LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=129/5-10-0, 3=129/5-10-0 Max Harz 1=8(LC 12) Max Uplift 1=-54(LC 8), 3= 54(LC 9) FORCES. (Ib) ; Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-197/336, 2-3=-197/336 BOT CHORD 1 1-3= 300/182 Scale =1:10.9 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% Structural wood sheathing directly applied or 6-0.0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 1 -10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp C; Encl., GCpi=0.18; W FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide meclanical connection (by others) of truss to bearing plate capable of withstanding 54 Ito uplift at joint 1 and 54 lb uplift at joint 3. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design void foe use only with MIrekV connectors. This design Is based only upon parameters shown, and Is for an Individual buAding 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 Mew Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stofage, delivery, erection and bracing of trusses and truss systems, seeANS&VII QualityCr6eda, DSB-89 and SCSI Bu➢ding Component 6904 Parke East Blvd. Safety Informa8onavollabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Mark Ortolan i Res. T15138387 1458437 V02 Valley 1 1 Job Reference (optional) Builders FirstSourc,e, Plant City, FL 33566 3x4 3.00 FIT u.z2u s may 24 2Oi8 ml Tek Indusirles, Inc. Thu Sep 20 i i:04:2i 20I o reye i I D:N_sfALxJCAkMs4?kL5Xkgbz6l Fy-OF1 iEW eASpQY?vetFW hekocrR_psLOPDSVJfoLybl4w 8-0-0 3x4 = 3x4 Scale = 1:14.5 011=0 7-11-0 Plate Offsets (X Y)-- f2.0-2-0 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight: 20 lb FT = 20% LUMBER- IBRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2'r St' No.3 BOT CHORD Rigid ceiling directly applied or 8-6-0 oc bracing. REACTIONS. (lb/size) 1=203/7-10-0, 3=203/7-10-0 Max Harz 1=13(LC 12) flax Uplift 1=-86(LC 8), 3=-86(LC 9) FORCES. (lb)1i Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-378/482, 2-3=-3781482 BOT CHORD 1-3=-429/356 NOTES- (7) i 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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 betwee{p the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 1 and 86 lb uplift at joint 3. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 1010312016 BEFORE USE. ' Design valid fob use only with M1Tek0 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 fabricailon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Quality CrItaft DSB-89 and BCSI SuBd/ng Component 6904 Parke East Blvd. Safety/ntotma/Ionavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply Mark Ortolani Res. T15138388 1458437 V03 ' Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 a a 0 ti.zzu s May z4 20i 8 Mi I ek mdusures, inc. i nu oep zu I :oq:4/ cw ro rage i ID:N_sfALxJCAkMs4?kL5Xkgbz6lFy-OF1 iEW eASpQY?vetFW hekocgl_gZLNmDSVJfoLybl4w 4x6 = 3.00 12 6-0-0 4 3x4 % 2x4 II 3x4 ZZ Scale = 1:19.0 It =o 0 0-1-0 11-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=146/11-10-0, 3=146/11-10-0, 4=411/11-10-0 Max Horz 1=22(LC 16) Max Uplift 1=-74(LC 12), 3_ 77(LC 13), 4=-147(LC 8) Max Grav 1=153(LC 23), 3=153(LC 24), 4--411(LC 1) FORCES. (lb) = Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-4=-262/356 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE' -10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.opsf; h=12ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extetior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother 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 betweep the bottom chord and any other members. 6) Provide meoganical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 1, 77 lb uplift at joint 3 and 147 lb uplift at joint 4. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 20,2018 l ® WARNING - VeNIy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 101032015 BEFORE USE. Design valid for use only with Welt, connectors. This design Is based only upon parameters shown, and Is for an Individual bu , ng component, not a truss system. before use, the building designer must verify the applicability of design parameters and properly Incorporate Ns 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 Welk' 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, seeANSUIP/I QualityCiBedd, DSB-89 and BCSI Buffding Component 6904 Parke East Blvd. Safety/n/ormailknovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply Mark Ortolani Res. T15138389 1458437 VO4 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8-0-0 3.00 12 8.22U s IVIay 24 2u I o IVI I r UN I I IUUJII ICJ, I I Ili. 1 11u GP <v 1 i . . to , I D: N_sfALxJCAkMs4?kL5Xkgbz6l Fy-U Rb4SsfoD7YPd3D3pECtG09wwO9k4pXMh93CKoybl4v 16-0-0 4x6 = Scale=1:25.4 v �o 0 3x6 4 3x6 2x4 II LOADING (psf)I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 3 n/a n/a BCDL 10.01 Code FB02017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 46 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. REACTIONS. (Ib/size) 1=207/15-10-0, 3=207/15-10-0, 4=585/15-10-0 Max Horz 1= 31(LC 17) Max Uplift 1= 105(LC 12), 3= 109(LC 13), 4=-210(LC 8) IMax Grav 1=217(LC 23), 3=217(LC 24), 4=585(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-370/457 NOTES- (7) 1) Unbalanced Foof live loads have been considered for this design. 2) Wind: ASCEI7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1211; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requir✓?s continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 1, 109 lb uplift at joint 3 and 2,10 lb uplift at joint 4. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: SeDtember 20.2018 ® WARNING-, Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II-7473 rev, 10103,2015 BEFORE USE Design valid fpr use only with Wiltel-V connectors. This design Is based only upon parameters shown, and Is for c7 Individual building component, not a Truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Trusses and truss systems, seeANSUIPIi QualifyCrueda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intomiaffonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply Mark Ortolani Res. T15138390 1458437 V05 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 3.00 12 8.220 s May 24 2018 MlTek Industries, Inc. Thu Sep 20 11:54:29 2018 Page 1 I D: N_sfALxJCAkMs47 kL5Xkgbz6l Fy-yd9TfCgCi_RgGFDoGNxj6pDiAooXOpHAVwpoltEybl4u 13-9.5 20-0-0 a_a_r 6-2-10 46 = 2x4 11 5x6 = 2x4 II Scale: 3/8"=1' LOADING (psf) I TOLL 20.01 TCDL 7.01 BCLL 0.0" BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TO 0.25 BC 0.30 WB 0.11 Matrix-SH DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) 0.00 (loc) Well Ud n/a 999 n/a 999 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 62 lb FT = 20% LUMBER- BRACING - TOP CHORD ?x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. 1 All bearings 19-10-0. (lb) - Max Horz 1=40(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-210(LC 12), 6=-210(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=403(LC 23), 6=403(LC 24) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-283/374, 4-6— 283/374 NOTES- (7) 1) Unbalanced oof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss qas been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 8=210, 6=210. 7) "This manuf ctured product is designed as an individual building component. The suitability and use of this component for any particular budding is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verity design parameters and READ NOTES ON TNIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Qesigh valid , t Use ohly Wish MlTeki� cohhectors. this destgh B based oNy Upoh parameters shown, and is for a`r Individual building eompoheht, hot a truss system building design. Before use, the building designer must verify the appllcab�lty of design parameters and properly Incorporate this design Into The overall Bracing in 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, sI�rage, delivery, erection and bracing of trusses and Truss systems, seeANSUlP/f GuolByCllferla, DSB�9 and BCSf Bugdfng Component 6904 Parke East Blvd. SafetyfnformaW vallable from Truss Plate Institute, 216 N. Lee Street, Sui}e 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply Mark Ortolani Res. T15138391 1458437 V06 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 3.00 12 4x6 = 8.220 s May 24 2018 MiTek Industries, Inc. Thu Sep 20 11.54mu 2018 Page 1 I D:N_sfALxJCAkMs4?kL5Xkgbz6l Fy-QgjrtYg2lko7sMNSwf ELLREJrCr3Yj2f8TYJ Pgybl4t Scale=1:38.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 5 n/a n/a BCDL 10.01 Code FBC2017lrP12014 Matrix-SH Weight: 75 lb FT = 20% LUMBER- 1 BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All beatings 23-10-0. (Ib) - Max Harz 1=-49(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-112(LC 8), 8=-248(LC 12), 6=-248(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=385(LC 1), 8=471(LC 23), 6=471(LC 24) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-7=-275/307, 2-8=-344/455, 4-6= 344/455 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE17-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) 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 3) Gable requir s continuous bottom chord bearing. 4) This truss his 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 bmvv.�n 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) 1, 5 except (jt=lb) 7=112,8=248,6=248. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 WARNING -i 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 MITek5 connectors. This design Is based only upon parameters shown, and Is for a7 Individual building component. not �� a Truss System 1. Before use, The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall deslgn. Bracing Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building prevent of 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, seeANSUIPII CualffyClffeda, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Salafy/nfomiationavailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y /4 offsets are indicated. 6-4-8 dimensions shown in ft-In-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See SCSI. 0-/Ie c1-2 c2-3 2. Truss bracing must be designed by an engineer. For truss lateral braces themselves WEBS q?� 4 wide spacing, individual may require bracing, or alternative Tor I c0 ��> �� 3 p U bracing should be considered. ya _ » O U 3. Never exceed the design loading shown and never Inadequately braced trusses. a stack materials on 00 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate a7$ cba cs 6 BOTTOM CHORDS designer, erection supervisor, property owner and all other Interested parties. plates 0-11,d' from outside edge Of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLYNUMBEREDAETTERED CLOCKWISE jointand embed fully. Knots and wane atjoint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from 'Plate location detar7s available in M�Tek20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. the environment in accord with ANSI/TPI 1. software or upon request. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. " PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated, or green lumber. ICC-ES Reports: The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the truss unless otherwise shown. plane of the specified. 13. Top chords must be sheathed or puriins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing 10 spacing, section 6.3 These truss designs rely on lumber values 9 Y th is or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek@ All Rights Reserved 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. .tq 18. or treated lumber may Use of green y pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: - ANSI/TPI-1=Natjonal-Design-Specificationfor Metal— _ _ _ _ 19. Review all portions of this design (front back, words Plate Connected Wood Truss Construction. _ — and pictures) before -use -Reviewing -pictures -alone - is not sufficient. DSB-89: Design Standard for Bracing. a BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015