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Home My WebLink AboutTRUSS PAPERWORKLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. FILE COPY RE: 1633422 - 1633422 - Myers Res. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Nathan Myers Project. Name: Myers Res. Model: Custom Tampa, FL 33610-4115 Lot/Block: .. Subdivision: .. SCANNED Address: 19701 Kelly Road BY City: Fort Pierce State: FL St. Lucie County 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/TPI2014 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 38 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 I Date No. I Seal# I Truss Name I Date 1 T15994443 CJ01 1/11/19 118 IT15994460IT10 1/11/19 2 T15994444 I CJ02 11/11/19 119 IT15994461IT11 11/11/19 I3 LT15994445ICJ03 11/11/19 120 IT15994462IT12 11/11/19 4 1 T1 5994446 1 EJ01 11/11/19 121 IT15994463IT13 11/11/19 J 15 1 T1 5994447 1 EJ02 11/11/19 122 I T15994464 I T14 1 1 /1 ill 9 I 6 T15994448 HJ01 _ I1/11119 I23. IT15994465IT15 _ 11/11/19 17 IT15994449IP01 11/11/19 24 IT15994466IT16 11/11/19 8 PT159944501P02 11/11/19 125 IT15994467IT17 11/11/19 1 9 I T15994451 I T01 11/11/19 126 I T1599446S I T18 11/11/19 1 10 I T15994452 I T02 11/11/19 127 I T15994469 I T19 11/11/19 11 _ T15994453 T03 11/11/19 128 IT15994470IT20 11/11/19 1 12 T159944541 T04 11/11/19 129 I T15994471 I T21 11/11/19 1 13 T159944551 T05 11/11/19 130 I T15994472 I T22 11/11/19 1 14 T15994456jT06 11/11/19 131 IT15994473IT23 11/11/19 1 15 T15994457 T07 1111119 32 115994474 T24 1/11/19 16 T15294458 TOB 1/11/19 33 T15994475 T25 1/11/19 17 T15994459IT09 11/11/19 134 IT15994476IT26 11/11/19 The truss drawing(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, 2021. 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/rPl 1. These designs are based upon parameters 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 property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. N 8 82 ,t — S ATE OF 4SAJ NALG'%%%- JaaquENo.68182 MITekFLCert6634 6904Blvd. Tampa FL 33610 Date: 11,2019 Velez, Joaquin v 1 of 2 RE: 1633422 - 1633422 - Myers Res. Site Information: Customer Info: Nathan Myers Project Name: Myers Res. Model: Custom Lot/Block: .. Subdivision: .. Address: 19701 Kelly Road City: Fort Pierce State: FL No. I Seal# ITruss Name Date 35 T15994477 T27 1/11/19 36 T159944781V01 I1/11/19 i 37 T15994479V02 I1/11/19 i 38 T15994480IV03 11/11/19 i 2of2 Jab Tnss Truss Type Oty Ply 1633422-Myers Res. T75994443 1633422 CJO1 Jack -Open 12 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Jan 10 16:00:48 2019 Page 1 I0:xolophtSP7tZrAOvtoNNJmz HoW-pmFA6n6OgKFmgcEOoxlm7l MPrKfLnWaBbsYUEEzWnj Scale = 1:11.7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.33 BC 0.36 WB 0.19 Merril DEFL in Vert(LL) -0.00 Vert(CT) 0.00 Hom(CT) 0.03 (too) Ildefl Vd 5 >999 360 5 >999 240 ' 3 Na n/a PLATES GRIP MT20 244/190 Weight: ll lb FT=20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 3=-154/Mechanica1, 4=-157/Mechanical, 5=528/0-8-0 Max Horz 5=74(LC 12). Max Uplift 3=-154(LC1), 4=-157(LC 1). 5=-340(LC 8) Max Grey 3=87(LC 8). 4=104(LC 8), 5=528(LC 1) FORCES. (lb) -Max CompJMax. Ten. -All farces 250 (lb) or less except when shown. WEBS 2-5= 294/627 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;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 pet bottom chard 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 Ib uplift at joint(s) except Ot=lb) 3=154, 4=157, 5=340. 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 PENo.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 11,2019 Q WARNING-Vedfydeslgnpanmefersead READN07ES ON MISANDINCLUD£DM? KREFERANCEPAGEN 74Mrev. 101232015BEFOREUSE Design valid for use only with MffgkS connectors. This design Is based only upon parameters shown, and is for On IntlNldual building component, not a truss system. Before use, the building designer must verity the oppiicobliity of design parameters and properly Incorporate this all Into the overoF building design. Bracing indicated is to prevent bucking of lntlMdual truss web and/or chord members only, Atltllflonal temporary and permanent bracing Is always required for stablsty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, all erri and bracing of trusses and truss systems, seeANSVIPII Qua' CMorks. DSB49 and BCSI building Component Safety Infomlaaoncvollcble tram T= Rate Insfil 218 N. We Street, Suite 312. Alexandria, VA 223T4, MTek' 69N Palle East Bivd. Tempe, FL 33610 Job Truss Truss Type Oty Ply 1633422 - Myers Res. T75994444 1633422 GJ02 Jack -Open 12 1 Jab Reference (optional) Builders FirslSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 1016:00:49 2019 Page 1 ID:xolophtSP7tZzAOvtoNNJmzxHoW-HypYJ77e0eNdHmpCMep?gEvbPk1 hW zYHgW H2mgzwini Scale=1:17.4 ST1.5x8 STP= 20 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC20171TPI2014 CS]. TC 0.28 BC 0.24 WB 0.14 Matrix-P DEFL. in Vert(LL) -0.01 Vert(CT) 0.01 HOrz(CT) 0.03 (loc) Vdefl L/d 4-5 >999 360 4-5 >999 240 3 rJa n1a PLATES GRIP MT20 2441190 Weight: 171b FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directlyapplied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=28/Mechanical, 4=-9/Mechanical, 5=346/0.8-0 _ Max Ham 5=1161LC 12) Max Uplift 3=-59(LC 12), 4=-9(LC 1), 5=-189(LC 8) Max Grav 3=28(LC 1), 4=27(LC 10), 5=346(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. BOTCHORD 1-5=-91/252 WEBS 2-5=-222/474 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and farces & 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) 3, 4 except at=lb) 5=189. 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.' MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 QWAHN/NG-VeNrydeslgeParameMnend BEAONOMS ON THIS AND INCLUOWMIFEKBEFENANCEPAGEM irinnax 1M130915BEFORE USE Design valid for use only with MhekO connectors. The 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 bulltlingdesign.&acing indicated Is to prevent buckling of IndNltlual truss web and/or chard members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal inlury and property damage. For general guidance regarding she fabrication. storage; delivery. erection and bracing of husses and truss systems seeANSVIPIt Quail XXyy Critelli DS849 and SCSI Buldtap Component Safety InfomralbrvJvalloble from Truss Rote Institute, 218 N. lee Sheet, Suite 31Z Mood; tlria. VA 22314. MiTek' 6904 Parke East Blvd. Tampa. FL 33010 Job Thus Truss Type Oty Ply 1633422 - Myers Res. T75994445 1633422 CJ03 Jack -Open 12 1 Job Reference (options[) Hmiaers Flrstsource, Plam Glty, FL 33566 8.220 s Nov 162018 MiTek Industries, Inc. Thu Jan 10 16:00:50 2019 Page 1 ID:xolophtSP7t71AOvtoNNJmuHoW-mBNwWT7HByVUvwOPwMKECSRICBNXFOGR3A1 bl7zmnh 7-0.0 7.0.0 Seale=1:21.8 ST1.5x8 STP= 2x4 II 2E2-4q 7.0.0 2-0-0 4- 48.0 Plate Offsets (X,Y)-- rl:0-0-0 0-0-151 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC 0.38 Vert(LL) 0.02 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 HOR(CT) -0.05 3 n(a We BCDL 10.0 Code FBC2017frP12014 Matrix-SH Weight: 23 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=95/11vlechanlcal, 4=31/Mechanical, 5=387/0-8-0 _ Max Horz 5=159(LC 12) Max Uplift 3=-112(LC 12), 4=-5(LC 12), 5=-184(LC 8)- Max Gray 3=95(LC 1), 4=70(LC 3), 5=387(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-349/125 BOTCHORD 1-5=-117/325 WEBS 2-5=-276/585 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-M oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opst h=18tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;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 20.0psf 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) 4 except (it=lb) 3=112, 5=184. 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.' l USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 11,2019 AWARNING- VedlydeslgnP.1tersaOdRFAONOTESGNTN/SANDWCLUDEDMREKBEFF NCEPAGEMIF7479rev.101131,2015BEFDHEUSE Design valid for use any with Wake, connectors. this design Is based only upon parameters shown, and Is for an Individual building component, not a hum system. Before use, the building designer must verity the applicability of design perometem and properly Incoiporote this design Into the overall building design. Bracing Indicated 6 to prevent buckling of lnclAduoi hum web and/or chord member only. Additional temporary and permanent bracing Bciwcysrequiredforstabilityandtopreventcollapsewithpossiblepamonalhluryandpropertydamage. For general guidance regarding the fabrication storage, dolNery, erection and bracing of tosses and hum systems, seeANSVIPII Guo01y CMedo, DS349 and 801 leading Cempanrnt Salsty Infoanallolrnallable from Truss Rote Irisntute, 218 N. We Sheet Suite 312, Alexcndrla, VA 22314. 1s MiTek- 69M Palle East Blvd. Tampa, FL 33610 Job Thus Truss Type Dry Ply 1633422 - Myers Res. T75994446 1633422 EJ01 Jack -Partial 37 1 Job Reference (optional) eunuere rrmauurce, riant wry, FL;taboa 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 1016:00:50 2019 Page 1 I D:xolophISP7tZzAOvtoNNJmmHoW-mBNwW T7HByVUvwOPwMKECSRb_SKD FPaR3A1 bl7zwinh ST1.5.8 STP= 2x4 11 2-0-0 2-4-0 9-0-0 2-0.0 -0- 6-6-0 r n la Scale=1:26.6 Plate Offsets (X Y)-- rl:0-0-0 0-0-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (fact Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.99 Vert(LL) 0.11 4-5 >722 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.15 4-5 >535 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(CT) -0.14 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 291b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=152/Mechanical, 4=62/Mechanical, 5=448/0-8-0 Max Horz 5=202(LC 12) Max Uplift 3=-159(LC 12), 4=-8(LC 12), 5= 192(LC 8) Max Grav 3=152(LC 1), 4=113(LC 3), 5=448(LC 1) FORCES. (lb) - Matt Comp./Mai Ten. -All tomes 250 (Ib) or less except when shown. TOPCHORD 1-2=-453/160 BOT CHORD 1-5— 138/386 WEBS 2-S=-356f734 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteriar(2) zone; cantilever left exposed ;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 1001b uplift at joint(s) 4 except Qt=11s) 3=159, 5=192. 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 Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 A WARNING -Verfry Oealgn parzmefers.d R5AO NOTES ON TNISAND WCLUDED MREKBEFENANOEPAGEM674M ree 1sV3fs? aBEFOBEUSE Design valid for use only with MITek®connectors. This design is based only upon parameters shown, and Is for an Individual bullding component, not a truss system. Before use, the building designer must verity the applicabilily of design parameters and properly Incorporate this design Into the overall buflding design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stabllity and to prevent collapse with possible personal In)ury antl property damage. For general guidance regarding the fobrection, storage, delivery. erection and bracing of trusses and truss system% seeANSVRII Quo[ pyCril lkL D31FB9 and BCSI Building Component. 9abfy InfonnOlbrtwoiloble ham Truss Plate InstiMe. 218 N. Lee Street, Suite 312. Alexandria, VA 22314, MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Type City Ply 1633422 - Myers Res.T15994447 JE'JO�2 1633422 Jack -Partial 17 1 Job Reference (optional) nullaers rimbource, Flam GI1y, VL 335ti6 2w 3x6 = ST1.5x8 STP = 7-0.0 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:00:512019 Page 1 ID:xolophtSP7tZzAOvtoNNJmzxHoW-ELwlkpBvyFdLX4zbU3rTlf_uGYdw vEaHgmBr7-zwing Scale=1:26.9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.15 34 >551 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.21 3-4 >380 240 BCLL 0.0 ' Rep Stress [nor YES W B 0.00 Horz(CT) -0.24 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 24 lb . FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BOT CHORD REACTIONS. (lb/size) 4=248/0-8-0, 2=175/Mechanical, 3=73/Mechanical Max Horz 4=143(LC 12) _ Max Uplift 4=-69(LC 12), 2=-175(LC 12), 3=,3(LC 12) Max Grav 4=248(LC 1), 2=175(LC 1), 3=127(LC 3) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-187/259 Structure[ wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second. gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., G0pi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument 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, 3 except (jt=lb) 2=175. 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." MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 11,2019 Job True Truss Type City Ply 1633422 - Myers Res. T75994448 1633422 HJ01 Diagonal Hip Girder 6 1 Jab Reference (optional) Guilders FirstSource, Plam City, FL 33566 3.6 11 6.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:00:52 2019 Page 1 ID:xolophtSP7tZrAO,AoNNJmzxHoW.iXUgx99XjLC8EYn1 nMiHtX1 Tx02jMXj W UWiN?zwmf 1:23.1 LOADING (psf) SPACING- 2-0-0 Cal. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL). -0.13 4-5 >856 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.18 4-5 >617 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(CT) -0.07 3 Na Na BCDL 10.0 Code FBC2017/iP12014 Matrix-SH Weight: 621b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.2 REACTIONS. (Ila ize) 3=221/Mechanical, 4=74/Mechanical, 5=301/0-11-5 Max Horz 5=193(LC 4) _ Max Uplift 3=-267(LC8), 4=-32(LC 8), 5= 572(LC 4) Max Gmv 3=221(LC 1); 4=156(LC 3), 5=657(LC 35) FORCES. (Ib) - Max. Comp✓Max. Ten. -All forces 250 (Ili) or less except when shown. WEBS 2-5=-405/485 NOTES- (8) - 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) 4 except at --lb) 3=267, 5=572. 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 148 It, down and 231 lb up at 4-2-15, 148 lb down and 231 Its up at 4-2-15, 25 lb down and 46 Ib up at 7-0-14, 25 Ib down and 46 lb up at 7-0-14, and 46 lb down and 110111 up at 9-10-13, and 461b down and 110 Ib up at 9-10-13 on top chord, and 1031b down and 185 Ib up at 4-2-15, 103 Ito down and 185 lb up at 4-2-15, 21 lb down and 16 Ib up at 7-0-14, 21 It, down and 16111 up at 7-0-14, and 32 lb down and 15 Ito up at 9-10-13, and 32 lb down and 15 Ib up at 9-10-13 on bottom chord. The desigNselemion of such connection devices) 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). 8) '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 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increai.25 Uniform Loads (pit) Vert: 1-3= 54, 1-4--20 �oncentmtedtvadsjlb) - - oaquinalele0E-NoS8182 Vert: 6=169(F=B4, B=84) 8=-38(F=-19, B=-19) 9=213(F=106, B=106) 11=-8(F=-4, B=-4) MTek USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 11,2019 ,&WARNING-Vedlyd.tlgeparemerersand READNOTE50NTNISANONCLUDEDMITEKREF£RANCEPAGEM674M.re. 10=2015DEFORE USE Design valid for use only with MTeli49 connectors. ThIs design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, me building designer must verity me applicability of design parameters and properly Incorporate this design Into me overall bulldingdesign. Bracing Indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanentbracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabrication. storage, delivery, erection and bracing of trusses and hum systems, seeANSI/IPII Qua' Cd6bdo, DS9419 and BCSI Building Component Sa/oly Inlaeno6orlavoYoblefram Truss %ate Institute, 218 N. We Sheet Suite 312, Alexandria. VA 22314. Is R �)1e k' 69M Palle East Blvd. Tampa. FL 33610 Job Truss Truss Type City Ply 1633422 - Myers Res. T15994449 1633422 Pot Piggyback 10 1 Job Reference (optional) 11t'ny, ",uaa. 4x6 = 3 u.22Us Novlu2U18Mrlexmdustnes,Inc. InUJan1ol6:Uu:532019 Pagel ID:xolophtSP7tZzAOvtoNNJmzxHo W-Aj239UA9Utt3mN7_bUtxg43JmLPeSoStIBFFvRrMne 6 2x4 2x4 11 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL in floc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Ved(LL) 0.00 5 Nr 120 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.01 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=161/7-3-0, 4=161/7-3-0, 6=293/7-3-0 Max Hoa 2=-34(LC 13). Max Uplift 2=-89(LC 12), 4=-95(LC 13), 6=-98(LC 12) Max Gmv 2=164(LC 23), 4=164(LC 24), B=293(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-185/273 Scale = 1:18.1 PLATES GRIP MT20 244/190 Weight: 28111 FT=20% Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 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=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) 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 3) Gable requires continuous bottom chord beadng. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4; 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) "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." MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Bata: January 11,2019 ,&WARNING- Veritydeslgnpera dewed BEAD NOTES ON IMSANU INCLUDED MnEKBEFERANCEPAGEMI474Mmre I&MIGM15BEFONE USE Design valid for use only with Miter connectors. ihts design Is based only upon parameters shown, and Is for on Individual building component, not a hum system. Before use, fine building designer must verify me applicability of design parameters and properly Incorporate Ihts design Into Me overall building design. Bracing indicated is to prevent bucNing of Individual hum web and/or chord members only. Adultlonal temporary and permanent bracing MiTek'• Is always required for stability and to prevent collapse with possible persond injury and property damage. For general guidance regarding the fabrication, storage: delivery, erection and bracing of busses and hum systems. seeANSVIPII Gui,al Criteria, DSB49 and BCSI Building Component Safety mformatlonovoilobie from Toss Plate Institute. 218 N. Lee Sheet Suite 312, Alexandria. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oly Ply 1fi33422-Myers Res. T15994450 1633422 P02 Piggyback 2 1 Jab Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries. Inc. Thu Jan 10 16:00:54 2019 3x4 = 2x4 11 3z4 = e nnr,—, 3 4 5 ZIA = 20 11 2x4 = Scale = 1:18.4 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.15 Ved(LL) 0.00 7 n/r 120 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.21 Ved(CT) 0.00 7 Nr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(Cl] 0.00 6 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 27 lb FT=20% - LUMBER- BRACING - TOP CHORb 2x4 SP NO.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. SOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=19377-3-0, 6=193/7-3-Q 8=23017-3-0 _ Max Holz 2=25(LC 16) Max Uplift 2=-104(LC8), 6=-106(LC 13), 8=-73(LC 8) FORCES. (Ib) -Max. Comp.(Mak. Ten. -All tomes 250 (lo) or less except when shown. TOP CHORD 2-3=-166/256, 34>746/278, 4-5= 146/278, 5-6=-166/257 NOTES- (9) 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a.10.0 psf bottom chord live load nonconcument 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 joini(s) 8 except Qt=11s) 2=104, 6=106. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9)'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 perANSI TPI 1 as referenced by the building code.' oaquir Velez PE No.68182 MiTek USA, Inc. FL Cad 66M 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNING-Vedrydes/gnP n,m.NMOAdREADNOTES ON MSANDMCLUDWRM KREFERANCEPAGEMo74Mm® 10N320159EFORE USE Design valid for use only Wth MRek® connectors. ihls design Is based only upon parameters shown. and Is for an IndNldual bW ding component not a truss system. Before use, the bu0dhg designer must verity the applicability of design parameters and properly Incorporate tins design Into the overall building dedgn. Bracing Indicated B to prevent buckling of lncMdual taus web and/or chord members only. Additional temporary and permanent bracing s always required for stability and to prevent collapse with pascals personal Injury and property damage, For general guldance regarding the fabrication, storage, delivery. erection and bracing of fusses and Iwo systems seeANSI/IPI1 Qua' ls. Cdtedn, DSM9 sold BCSI Building Component SaM1ty InfOnnatbnovaRcble from Truss Role Institute, 218 N, lee Sheet. SW 931Z Alexandria. VA 22314. MiTek' 69ot Parise East Blvd. Tempe, FL 33610 Job Truss Truss Type Oty Ply 1633422 - Myers Res. T75994451 1633422 T01 Hip Girder 1 1 Job Reference factional) Builders Rialaource, Plant City, FL 3i 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:00:56 2019 Page 1 ID:xolophtSP7tZzAOWoNNJmm HoW.alkBnW C2nuFddrrZGdReSjhgNZK5fziJR6UvW mzmnb 2-40 9-0-0 16-0-0 23.0-0 298.0 32-0-0 2-40 6-8-0 7-0-0 7-0-0 fi-8-0 2-4-0 5.00 Ill2 6x8 3x6 11 6x8 = 3 13 14 15 4 16 17 18 5 ST1.5x8 STP= SIB = 7xIO = 5.6 = Si STP= 3.6 II 3.6 II Scale=1:54.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Onto DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.81 BC 0.64 W B 0.88 Matrix-SH DEFL. in Vert(LL) 0.24 Vert(CT) -0.27 Horz(CT) 0.04 (loc) Well L/d 10 >999 360 9-10 >999 240 8 n/a n1a PLATES GRIP MT20 244/190 Weight: 197111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied. 3-5z24 SP No.2 - BOT CHORD Rigid ceiling directly applied or 5-5-3 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 21F4 SP No.3 *Except' 2-12,6-8: 2x6 SP No.2, 2-11,6-9: SP M 31 _2x4 3-10,5-10: 2x4 SP No.1 ' REACTIONS. (Ib/size) 12=1934/0-8-0, 8=1934/0-8-0 Max Horz 12=-73(LC 9) Max Uplift 12=-1335(LC 4), 8=-1335(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. -All fames 250 (Ib) or less except when shown. TOP CHORD 2-0=-2890/2104, 3-0=-3688/2780, 4-5=-3688/2780, 5-6=-2890/2104 BOT CHORD 1011=-1853/2611, 9-10=-1851/2611 WEBS 2-12=-1777/1293,2-11=-1817/2486,3-11=-170/317,3-10=-911/1285;4-10=-872/849, 5-10= 911/1285,5-9= 170/317,6-9=-1817/2486,6-8=-1777/1292 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=18tt Cat. II; Exp C;. Encl., GCpi=0.18; MWFRS (envelope); cantilever left and tight exposed; 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 last bottom chord live load nonooncument 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 1001b uplift at joint(s) except (jt=lb) 12=1335, 8=1335. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289111 down and 433 Ib up at 9-0-0, 98 lb down and 162 lb up at 11-0-12, 98 Ib down and 162 lb up at 13-0-12, 98111 down and 162 Ib up at 15-0-12, 98 lb down and 162 lb up at 16-11-4, 98 lb down and 1621b up at 18-11-4, and 98 lb down and 162111 up at 20d 14,:and 289 Ib down and 433 Ito up at 23-0-0 on top chord, and 174 lb down and 67lb up at 9-0-0, 73 Ito down and 26 lb up at 11-0-12, 73 Ib down and 26 lb up at 13-0-12, 73 lb down and 26 Ito up at 15-0-12, 73 lb down and 26 Ito up at 16-11-4, 73 Ib down and 26 lb up at 18-11-4. and 73 lb down and 26 lb up at 20-11-4, and 174 Ib down and 67 lb up at 22-11.4 on bottom chord. The designtselection of such connection devices) is the responsibility of others. -,'111c ogoraw,m,,muua appucv w we iacc vrmev use arevmeu GSl turn ,r�,F11 . 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any Y�+n r.c,=+T ��•�.��•_� fdYek USA, Inc. FL Cart 6834 particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code." 6904 Parke East Blvd. Tampa FL 33610 Date: LOAD CASE(S) Standard January 11,2019 QWARNING- Verlrydeslgnpammetemand REAONOTES ON TNISANOWCLUOEOMREKREFERANCEPAGEMX14mmv. ldA'Yla1S BEFORE USE valltl for use only with MRek9 connectors. This design Is based only upon parameters shown. and b for an Indviduai building component, not Nil' a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall buildingdesign. Ball Indicated btoprevent buckling ofindlviduaitruss web and/or chord members only.. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible parsOnd hjury and property damage. For general guidance regarding the fabrication, storage; delivery, emcflon and bracing of trusses and truss systems, seeANSVIPII Qualtty Cdtodu. OS5.89 and BCSI Bull Component Beat Parke East Blvd. Sal Infoenallonovallable from Truss Plots Institute, 218 N. Lee Sheet, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 1633422 - Myers Res. T75994451 1633422 T01 Hip Girder 1 1 Job Reference (optional) Builders FirsSdurce, riam ury, FL JJaaa 8.220 s Nov 162018 MiTek Industries, Inc. Thu Jan 10 16:00:56 2019 Page 2 ID:xolophtSP7tZzAOvtoNNJmz HoW-alkBnWC2nOFddmZGdReSjhgNZKSfaJR6UvWmzMnb LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-54, 3-5= 54, 5-7=-54, 1-7=-20 Concentrated Loads (Ib) -Vert:.3=-242(B).5=-242(B) 11=-89(B) 9=-89(B) 13=-98(B)14=-98(B) 15=-98(B)16=-98(B) 17=-98(B) 18=-98(B) 19=-42(B) 20---42(B) 21=-42(B) 22=42(B) 23= 42(B) 24=42(B) OWARNING-yerirydsW9Dparametarsand READ NOTES ON THIS AND INCLUDED NREKREF£RANCE PAGE JUX71"rev. 1W3,2015 BEFORE USE. valid for use only Win MiTek® connectors. This design Is based only upon parameters shown, and Is for an IndMdual butding component, not OF a truss system. Before use, the building designer must ver the applicability of design parameters and properly Incorporate this design Into Me overall building design; Bracing indicated is to prevent buckling of Individual muss web and/or chord members only. Additional temporary and permanent bracing. M(Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabrication, storage; delivery, erection and bracing of musses and hues systems, seeANSVIPII Qually Cril D5B-69 and SCSI Buldlag Component 6904 Parke East Blvd. Sobly Inlomfalbnavdilable enom Truss %ate InsAfute, 218 N. We Steel, Suite 312; Alexondrla VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 1633422 -Myers Res. T75994452 1633422 Tnu Hip 1 1 Job Reference o tional awioers Fistaource, Plant cry, rL 33556 8.220 a Nov 16 2018 MIT& Inc. Thu Jan 10 16:00:57 2019 Page 1 Scale = 1:54.0 46 = 3x4 = 4x6 = 1ol STI.5x8 STP= 3xB = 4.10 MT20HS= 3.8 = ST1.5x8 STP= rRrrE 7x10 = 2-0.0 2)410 11-0.0 21-0-0 2B-8.0 30�-032-0-0 2-0-0 0-4-0 8-&0 10-0-0 8-8-0 0.4-0 2-0-0 Plate Offsets (X h-- rl:0-1-11 0-0-11 [10:0--e 0-4-121 r14:0-3-8 0.4-121 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip. DOL 1.25 TC 0.74 Ver(LL) 0.3511-13 >930 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.3911-13 >850 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz CT) 0.05 10 nm We BCDL 10.0 Code FBC2017/rP12014 Matrix-SH - Weight: 189 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 14=147510-8-0, 10=1475/0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc puriins. BOT CHORD Rigid ceiling directly applied: or 5-2-3 oc bracing. Max Horz 14=89(LC 12) Max Uplift 14=-670(LC 8), 10=-670(LC 9) FORCES. (lb) -Max CorrlpJMax: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-379/147, 2-3=-270/148, 3-4=-2083/1815, 4-5=4883/1767, 5-6=-1883/1767, 6-7=-2083/1815, 7-8=-270/148,.8-9=-379/147 _ BOT CHORD 1-14=-101/373, 13-14=-1213/1496, 11-13=-1561/2029, 10-11=-1213/1496, 9-10= 101/373 WEBS 3-13=-173/506,4-13=-344/531, 5-13=-288/249, 5-11=-288/249, 6-11=-344/531, 7-11=-173/506,3-14=-2014/2004,7-10=-201412004 NOTES- (8) 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;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 fora 10.0 lost bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.0pst 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 1001b uplift at joint(s) except Qt=lb) 14=670, 10=670. 8) '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 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4= 54, 4-6=-54, 6-9=-54, 1-13= 20, 11-13=-80, 9-11=-20 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNWG- wanly Eealga parzmetersantl READ NOTES ON 7NISAND /NCLUDW MITENREFERANCEPAGEMIFT47amv. RIUS20159EFOREUSE Design valid for use only with Weir®connectors. This design is based only upon parameters shown, and is for an Individual building component, not , o held system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into Me overall buldingdesign. Bracing Indicated is to prevent buckling ofIndividual tnasweb and/or chord members only. Additional temporary and permanentbrocing MiTek' Is always required for stablity, 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. seeANSVWI1 Quality CmeM. DSB-89 and BC51 Bu6tlha Component 6904 Parke East Blvd. Sarmfy N/armatbnwoiloble from Truss flute InsSMe, 218 N. We Sheet, Suite 312; Alexandria. VA 22314. Tampa, FL 33610 Job Trusa Truss Type Oly Ply 1633422-Myers Res. T15994453 1633422 T03 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 1016:00:59 2019 Page 1 IDamlopMSP7tZzAONoNNJmzxHoW-7tPKPVEw4jeCUla7yl L4WDpmMOsl)a74iZ75zwinV 0I I 1 -- I I 93-00 I 0832 I0 32 5&4 1fi00 52 -01 2-0 57 Scale = 1:54.0 5x6 = 5x6 = lal ST1.5x8 STP= 3x4 = 4x6 = 3x4 = STI.5xe STP= 6x8 = 6x8 = 2-0.0 21410 13-0-0 19-0.0 29-8-0 3(It-P032-0.0 2-0.0 0-0-0 10-8-0 6.0.0 10.8-0 0.4-0 2-0-0 Plate Offsets(XY)-- [1:0-1410-0-11 [9:0-3-80-0-8][13:0-3-80-4b] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.17 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.23 9-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Hom(CT) 0.04 9 rVa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH _. Weight: 184 lb FT=20% " LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD 4-5: 2x6 SP No.2 BOT CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 3-13,6-9: 2x4 SP No.1 REACTIONS. (lb/size) 13=1373(0-8-0,.9=1373/0-8-0 - Max Horz 13=104(LC 12) Max Uplift 13=-592(LC 8), 9=-592(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-258/0, 3-4=-1762/1601, 4-5=-1566/1553, 5-6=-1762/1601, 7-8=-258/0 BOT CHORD 12-13=-1265/1552, 10-12=-1104/1566, 9-10=-126611552 WEBS 2-13=-243/418,3-13=-1730/1781,4-12=-217/403, 5-10=-217/403, 6-9_ 1730/1781, 7-9=-243/418 Structural wood sheathing directly applied or 4-1-3 oc pudins. Rigid ceiling directly applied or 6-5-13 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and tight exposed ;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) 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, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=592,9=592. 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.' LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-8= 54, 1-12=-20, 10-12=-80, 8-10=-20 MiTek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33810 Date: January 11,2019 O WARNING- Vedly Ceaga pmameters and READNOTES ON THIS AND INCLUDEDMITEKREFERANCEPAGEMO.74rarev. 1010120IS BEFORE USE Design valid for use only with Moak® connectors. This design b based only upon parameters shown, and is for on Individual building component, not a lass system. Before use. me building designer must verily Me appllcablify of design parameters and property Incoiporote mis design Into the overall building design. Bracing Indicated b to prevent buckling of lndNltlual muss web and/or chord members only. Additional temporary and permanent bracing 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, seeANSVIPII Quelyy C4tedu. DSBd9 and SCSI Building Component Spbly Nlomtalbmvolloble ham Truss Plvte Institute 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314, MiTek' 69U Psalm East Slat. Tampa, FL 33610 Job Truss Truss Type Oty Ply 1633422 - Myers Res. T15994454 1633422 T04 Hip 1 1 ' Job Reference (optional) ouuua,e rimwum , r,anl Tiny, rLJJJoo 6.2aU S NOV l b ZUI C Mu eK lnausmes, Inc. l nu dan l u l b:u l:uu Lu l e rage, ID:xolDphtSP7tZzAOvtoNNJmz HoW-T4aduFyrOm36S9KVSVacZsKoAc?bllvMkS7fXzWnX 2-4-0 6.5.0 11-11-8 15-0.0 17-0-0 20-0-8 25-7-0 29-&0 32-0-0 2-4-0 44-0 S-fi-B I 3-0-8 2-0.0 I &0.8 5-fi-8 I 44-0 2-4-0 Scale = 1:54.9 5.GD 12 3x4 = ad II 4x6 = 7 3x4 = 8 A. = 4 ST1.5x8 STP= 3,4 = 4.10 MT20HS= 3x4 = ST1.5x8 STP= 6xB = 6x8 = m Io LOADING lost) 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/-rP12( CSI. TC 0.91 BC 0.96 WB 0.97 Matrix-SH DEFL. in (loc) Vdefl Ud Vert(LL) 0.38 16-18 >873 360 Vert(CT) -0.45 16-18 >734 240 Horz(CT) 0.05 15 n/a n1a PLATES MT20 MT20HS Weight 183 In GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc puffins. 4-7,8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-9: 2x4 SP No.1 REACTIONS. (Ib/size) 19=1510/0-8-0, 15=1510/0-8-0 Max Hor2 19=121(LC 12) Max Uplift 19=-554(LC 12), 15=-554(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-333/90, 3-5=-2079/1580, 5-6=-1809/1496, 6-7=-419/226, 7-8=-444/286, 8-9=-419/226,9-10=-1809/1496,10-12=-2079/1580,13-14=-333/90 BOT CHORD 1-19=-67/330, 18-19=-1212/1690, 16-18= 1112/1852, 15-16=-1212/1690, 14-15=-67/330 WEBS 2-19=-152/274, 3-19=-2087/1881, 3-18=-1/342, 5-18=-233/493, 10-16=-233/493, 12-16=-2/342,12-15=-2087/1881,13-15=-1521274. 6-9=-2102/2076 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joints) except (jt=lb) 19=554, 15=554. 8) "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 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 - --Vert: 1-7=-54,7-8=-54,8-14=-54,1-18=-20,16-18=-80,14-16=-20 Concentrated Loads (Ib) Vert: 7=-75 8=-75 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNING - Vedry design parameters and READ NOTES ON T US AND INCLUDED MITEK REFERANCE PAGE MIP74M rev. 14a32D iS BEFORE USE Design valid for use only with MlresS, connectors. This design is based only upon parameters shown, and is for an lndiividuai building component, not a truss system. Before use, the building designer must verify the opplicabllily of design parameters and properly Incorporate this design Into Me overall bviltling design. Bracing Indicated is to prevent bucWing of individual truss web and/or chord members only. Mcifonol temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damoge. For general guidance regarding the fobticatlon. storage, delivery, erection and bracing of trusses and truss systems, seeANSVfprl Quality Criteria.D3B-69 and BC3r Bultlbp Component 6904 Pa@e East Bbd. Safety rnformatlbnavailable from Tsui Plate Institute, 218 N. We Street, Suite 312. Alexandr., VA 22314. Temp., FL 33610 Truss Tmss Type Oty Ply 1633422-Myers Res. r1633422 T15994455 T05 Common 13 1 Job Reference (optional) omiaers nm-raource, ream uly, rL ddobb MZ41J 3 NOV 1 b ZUIU MI I eK mousmes, Inc. 1 nu dart lu 1 b:ul:ul Lu la Scale = 1:53.0 5.00 12 3x4 19 7 20 3 ST1.5xB STP= 3x4= 4x10 MT20HS=. 3x4= ST1.5x8 STP= 6x8 = 6xB = Io LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 - CS'. TC 0.94 BC 0.96 W B 0.97 Matdx-SH DEFL in (loc) Vdefl L/d Vert(LL) 0.38 15-17 >858 360 Verl -0.4515-17 >724 240 Horz(CT) 0.05 14 n/a n/a PLATES MT20 MT20HS Weighl Ito GRIP 2441190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc puffins. 1-4,10-13:2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-8: 2x4 SP No.1 REACTIONS. (lb/size) 14=1510/0-8-0, 18=1510/0-8-0 - MaxHorz 18=-128(LC 13) Max Uplift 14=-562(LC 13), 18=-562(LC 12) - FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-333/93, 3-5=-2077/1589, 5-6=-1806/1505, 6-7=-285/174, 7-8=-285/174, 8-9=-1806/1505,9-11=-2077/1589,12-13=-333/93 BOT CHORD 1-18=-71/330; 17-18=-1222/1690, 15-17=-1119/1849, 14-15=-1222/1690, 13-14=-71/330 WEBS 12-14=-150/271, 2-18=-150/271, 5-17=-234/499, 3-17=-4/334, 3-18=-2089/1894, 9-15=-234/499, 11-15=-5/334, 11-14=-2089/1894, 6-8=-2016/1939 NOTES- (7) 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=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right ,exposec ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grp 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-" wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=562, 18=562. 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.' LOAD CASES) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1=7=54, 7-13==54;1=17=20;y5=17=--8O;y3=15==20� Concentrated Loads (lb) Vert: 19= 75 20= 75 MiTek USA, Ina FL Cart 6634 $904 Parke East Blvd. Tampa FL 33610 Date; January r11,2019 O WARNING - Verity Oeslgr Parametersand READNOTES ON MIS AND INCLUDED4I9EKBEFERANCE PAGE M674TJmx. ia4)3IsT15 BEFORE USE Design valid for use only with MBeA® 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 most verify the applicability of design parameters and properly Incorporate this tleslgn Into ire overall buidingdeslgn. Bracing Indicated Is to prevent bucllingofIndividual trussweb and/or chord members only. Acalflonal 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 fobdcatlon storage. delivery, erection and bracing of trusses and truss systems seeANSlytPtl Quality Cril DSB49 and 101 BultlkrD Component 6904 Parke East Blvd. Saferylnfomsalbnwoiloble ham Truss Plole Institute, 218 N. Lee Street Suite 31Z Nexondrla VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply 1633422 - Myers Res. T7599445fi 1633422 T06 Roof Special Girder 1 2 Job Reference (optional) 6ullders Fnrstsource, FIRM Gity, FL 33566 5.00 r12 5x8 i 0 1 25 ST1.5x8 STP= 3"S II 5x6 = exit_ 3x4 11 2x4 11 5x6 — zI 3 30 31 432 33 34 5 35 7 37I 38 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:01:13 2019 3.4 11 5.8 = 5.6 = 41 42 4310 44 45 11 46 12 47 Scale=1:107.1 5x8 13 m �14 b M I� 0 24 48 23 49 22 50 51 59154 53 55 2056 57585919 6gi1 62 1@3 641765 76 66 67 68 15 axe = 7x10 = ST1.5xe STP = 5x6 = ST1.5x8 STP= 7,10 = 2x4 II 2A 6o-4-0 2L-0 9-09 li]-2 2289 20-515 3111d 61-0-12 40Le 51-0-0 SIN SBA-0 2u H c-en S7-z 1 asc cse sac sss s]A abo 1 se-o o&�IIrl Plate Offsets (X Y)-- [1:0-3-5 0-0-101 ]3:0-5-8 0.3-0] 112:0-3-00-0-4] [16:0-5-0 0-4-4] [20:0-5-0 0-4-8] [24:0-3-8 0-3-0] 125:0-4-4 0-1-8] [26:0-2-4 0-4-51 128:0-2-4 0-1-131 LOADING (pi SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.38 Ven(LL) 0.52 20-21 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Ven(CT) -0.5920-21 >928 240 BCLL 0.0 ' Rep Stress Incr NO INS 0.84 Horz(CT) 0.08 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matril Weight: 886 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except* TOP CHORD 26-27,27-28: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* BOT CHORD 2-25,11-16,13-15:2x8 SP 240OF 2.0E JOINTS 3-22,4-21,5-20,11-18,10-19,8-20:2x4SPNo.2 - --- -- REACTIONS. (lb/size) 25=3361/0-8-0, 16=5355/0-8-0, 15=-69/0-8-0 Max Horz 25= 72(LC 32) Max Uplift 25=-2279(LC 4), 16= 3596(LC 5), 15=-408(LC 28) Max Grav 25=3361(LC 1), 16=5369(LC 19), 15=375(LC 15) FORCES. (lb) - Max. CompAMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-806/556, 2-3=-5670/3966, 3-4=-8592/6033, 4-5=-10162/7079, 5-7=-10004/6982, 7-8=-10003/6981,8-10=-7939/5593,10-11=-38342829,11-12=-609/1409, 12-13=-657/1464, 13-14=-281/164 BOT CHORD 1-25=-545/807, 24-25=-596/807, 22-24=-3526/5125, 21-22=-5890/8592, 20-21=-6936/10162,19-20=-544877939,18-19=-2684/3834, 16-18=-14091752, 15-16= 250/351, 14-15=-250/351 WEBS 2-25=-2990/2088,2-24=-3078/4364,3-24=-469/493,11-16=-4631/3350,13-16= 1694/966, 13-15=-170/528,3-22=-2739/4039,4-22=-1702/1357,4-21=-1222/184115-21=-645/636, 7-20=-801/781,11-18=-3955/5926, 10-18=-2803/2071, 10-19=-3218/4785, 849=-2091/1626, 8-20=-1619/2419 Structural wood sheathing directly applied or 6-0-0 oc puriins. Except: 6-0-0 oc bracing: 5-7, 7-8 Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Brace at Jt(s):7 - - NOTES- (13) 1) 2-ply truss to be connected together with 1 Did (0.131'4') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 car 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 .........................e..,......._.......y_...-.........-...,.......-.-.....,..,......... ....I.-,,... .... ........ .i....,, I......,.. handling and erection guidance, see Guide to Good Practice for Handling; Installing R Bracing of Metal Plate Connected Wood Trusses ("BCSI'), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/amhitect/geneml contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. Provide adequate drainage to prevent water ponding. All plates are 4x6 MT20 unless otherwise indicated. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 11,2019 A WARMING - Verfly desti parameti am! READ NOTES ON MIS AND INCLUDED MYTIEKREFERANCEPAGE 1101-74n rev VIA132015 BEFORE USE Design valid for use only with Mgek® connectors. Ibis design Is based only upon parameters shown, and a for an Individual building component not a puss system. Before use. Me building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulldingdesign, Bracing Indicated is to prevent buckling of Indvidual truss web and/or chord members only. Additional temporary and permanent brat MiTek' Is always required for reality and to prevent collapse with possible personal injury and property damage. For general guidance regarding the moricallon, storage. delivery, erection and bracing of trusses and truss systems seeAiril 1 Quality Cdfedn, DSII and SCSI Bultlhp Component 69U Parka East Blvd. Safely informallonavollable from Truss Fate Instrul 218 N. Lee Street. Suite 312, Aexantlrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply Res. 1�Refemnce T15994456 1633422 T06 Roof Special Girder 1 2 Jotional Builders FirstSource, Plant City, FL 33566 8.220 a Nov 16 2018 MTek Industries, Inc. Thu Jan 10 16:01:13 2019 Page 2 ID:xolophtSP7tZzAONoNNJmndioW-baGdLKPinOOD9SegmhEdeluhkPD48fdpLF5JcHzwdnK NOTES- (13) 9) ' 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. 10) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=2279, 16=3596, 15=408. 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 12) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 289 lb down and 4331b up at 9-0-0, 98 lb down and 162 lb up at 11-0-12, 98 It, down and 162 It, up at 13-0-12, 121 to down and 178 lb up at 15-0-12, 121 Ib down and 178 lb up at 17-0-12, 121 Ib down and 1781b up at 19-0-12, 121 III down and 178 Ib up at 21-0-12, 121 Ito down and 178 He up at 23-0-12, 121 Ib down and 178 lb up at 25-0-12, 121 It, down and 178 lb up at 27-0-12, 121 lb down and 178 lb up at 29-0-12, 121 Ib down and 178 lb up at 30-2-0,121 lb down and 178 lb up at 31-3-4. 121 Ib down and 178 lb up at 33-3-4. 121 Ib down and 178 Ib up at 35-3-4, 121 It, down and 178 lb up at 37-3-4, 121 lb down and 178 lb up at 393-4, 121 lb down and 178 He up at 41-3-4, 121 lb down and 178 lb up at 43-3-4, 121 lb down and 1781b up at 45-3.4, 98 Ib down and 162 lb up at 47-3A, and 98 Ib down and 162 Ib up at 49-3-4, and 289 It, down and 433 Ib up at 51-4-0 on top chord, and 174 lb down and 67 lb up at 9-0-0, 73 lb down and 26 lb up at 11-0-12, 73 lb down and 26 lb up at 13-0-12, 87 lb down and 23 Ib up at 15-0-12, 87 lb down and 23 lb up at 17-0-12, 87 lb down and 23 Ib up at 19-0-12, 87 to down and 23 It, up at 21-0-12, 87 lb down and 23 Ib up at 23-0-12, 87 lb down and 23 lb up at 25-0-12, 87 lb down and 23111 up at 27-0-12, 87 lid down and 23 He up at 29-0-12, 87 lb down and 23 He up at 30-2-0, 87 Ib down and 23 lb up at 31-3-4, 87 lb down and 23111 up at 33-3-4, 87 lb down and 23 Ib up at 353-4, 87 lb down and 23 It, up at 37-3-4, 87 Ho down and 23 lb up at 39-3-4, 87 lb down and 23 lb up at 41-3-4, 87 Ib down and 23 lb up at 43-3-4, 87 lb down and 23 1b up at 45-3-4, 73 Ib down and 26 lb up at 47-3-4, and 73 Ib down and 26 lb up at 493-4, and 1741b down and 67 lb up at 51-3-4 on bottom chord. The designlselection of such connection device(s) is the responsibility of others. 13) "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 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3-12=-54, 12-14=-54, 1-14=-20 Concentrated Loads (Ib) Vert: 3=-242(B) 6=-121(B) 12=242(B) 24=-89(B) 18=-53(B) 10=-121(B) 9=-121(B)30= 98(B)31=-98(B) 32=-121(B) 33=-121(B)34= 121(B) 35= 121(B) 36=121(B)37=-121(B) 38=-121(B) 39=-121(B)40= 121(B)41=-121(B)42=-121(B) 43=-121(B)44=-121(B)45=-121(B)46=-98(B)47=-98(B)48=-42(B)49=-02(B) 50=-53(B) 51=-53(B) 52=-53(B) 53=-53(B) 54=-53(B) 55= 53(B) 56=-53(B) 57=-53(B) 58= 53(B).59=-53(B) 60=-53(B) 61=-53(B) 62=53(B) 63=-53(B) 64=-53(B) 65=-53(B) 66=42(B) 67=-42(B) 68=-89(B) ,&WARNING-Vadry CeslSnpalametatsand READNOTES ON MISAND INCLUDED MmEKNEFEBANCEPAGEMIP74M., IDIXIGOISBEFORE USE valid for use only with MTekO connectors. This design Is based only upon parameters shown and Is for on I dMduol building component, not wit a truss system. Before use, Me building designer mug verify She applicabllity 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. Additlonal temporary and permanent bracing MiTek' b always required for straitly and to prevent collapse with passible personal In1ury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII Quality C4feDo, DS949 and BCSI Bull Component Safety Inrormatbrgvoilable from 69M Pade East BNtl. Tampa, FL 33610 Truss Plata Insfituie, 218 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Jab Truss Truss Type Oty Ply 1633422- Myers Res. T15994457 1633422 T07 Roof Special 1 1 Job Reference (optional) builders FIrsWource, Plant City, FL 33566 5.6 = 5 no R-2 6.8 = a.a 11 6x8 = 8.220 s Nov 16 2018 MiTek 6x8 = o 11 7x10 = Inc. Thu Jan 10 16:01:14 2019 Page 1 Scale=1:110.1 22 21 20 19 18 17 . 16 15 14 13 4xe = 4x6 = 5x6 = 4z6 = 5x8 =. 5x8 = SX12 = ST1.5x8 STP ST1.5x8 STP = ST1.5x8 STP = 4x6 = 4.6 = 7.10 = 3X8 II 2d 6a4O 2_ 11{ 23➢ 2 3a8-0 C13-13 48-0-0 g9-0-0 58rja �2-0O 8-8.0 9b2 I 10.]-14 10.]-13 68�-0-d W- 88-0 a4b a-0O 24rO Plate Offsets (X Y)-- I1:0-3-5 0-0-101 f2:0-3-4 0-2-81 f3:0-5-4 0-3-01 [9:0-3-8 0-4-8] (10:0-3-00-0-41 f 14:0-3-8 04-127 (22:0-0-11 0-1-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93. Vert(LL) 0.34 17-19 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Ven(CT) -0.4917-19 >999 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Mar YES WB 0.95 Horz(CT) 0.08 13 n1a n(a BCDL 10.0 Code FBC2017/PP12014 Matrix-SH Weight: 418 lb FT=20% LUMBER - TOP CHORD 2x8 SP N0.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-19,5-17,7-17,7-16: 2x4 SP M 31, 6-17,9-14: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 ocpurlins. BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. WEBS 1 Row at midpt 2-21, 3-19, 9-16, 11-14 REACTIONS. (lb/size) 22=1716/0-8-0, 14=2873/0-8-0, 13=-125/0-0-0 Max Horz 22=127(LC 12) Max Uplift 22=-800(LC 12), 14=-1065(LC 13), 13=-335(LC 23) - Max Gray 22=1716(LC 1), 14=2873(LC 1), 13=137(LC 24) FORCES. (Ili - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-442/253, 2,3=-2599/2196, 34= 3432/3119, 4-5=-3432/3119, 5-6=-2317/2176, 6-7=-2331/218D, 7-8=-813/936,.8-9=-812/936, 9-10=-765/1229, 10-11=-975/1383 BOT CHORD 1-22=-307/455, 21-22=-355/455, 19-21=_-1761/2303, 17-19=-2757/3359, 16-17=-7776/2170, 14-16=-1229/1143 WEBS 2-22=-1504/1624,2-21=-1471/1862,3-19=1102/1270,4-19=-451/553, 5-19=-104/270, 5-17= 1706/1647,6-17=-1271/1454,7-17=-292/310,7-16=-1756/1574, 8-16=-228/271, 9-16=-2071/2485,9-14=-2498/2249,11-14=-1395/1188,11-13=-62/433 NOTES- (9) 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=18tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ('SCSI'), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for Muss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water pending. 5) All plates are ,MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 Ib uplift at joint(s) except (]t=lb) 22=800,, 14=fO6fr13=335. �9 uirl-VelezP-E-Na6618? 9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any MiTek USA, Inc. FL Cart 6634 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 6904 Parke East Blvd. Tampa FL 33610 Data: January 11,2019 Q WARNWG- yerlrydeslgoparsme(ersand READNOTES ON TN/SANDINCLUDEOMREKREPERANCEPAGEMD74".re.. 1N 0156EFORE USE valid for use only with MITek® connectors. Me design Is based only upon parameters shown and Is for an Individual builtling component, not Nit a toss system. Before use, the building designer must verity the appllcablllly of design parameters and propery Incorporate mis design Into the overall buildingdeagn. Bracing Indicated is to prevent buckling of Individual tmssweb and/or chord members only. AtldRlonal temporary and permanent bracing MiTek' k clwaysrequeed 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 hun systems, seeAN9/IPII CualXy Criteria, DS049 and SCSI Building Component Safety Informationcudiable from Truss Rate Institute. 218 N. Lee Street, Suite 312. Alexandra, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply 1633422 - Myers Res. T15994458 1633422 T08 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 1016:01:16 2019 Page 1 ID:xulophIS P7tZzAOvtoNNJmzAgoW-79)I_MSa4xnol wNPRpoKGwW 6BdAPL_6G1 DKzDczmnH so-so zso tz-aa 124o z1-s-z z7-eo 2o-zo ss sa ae_9-14 07_ seoo sn4o 1 zwo 1aaL a esz 1 21.14 2soors a�oo s-1-1a esz o�e loaa zso Scale = 1:107.1 3x8 It 2x4 = 6x8 = 3x4 11 2x4 11 3x4 11 3x6 I 5.00 12 &B = 3 4 5 6 -a- 8 9 10 11 5x6 2 12 1 ea u �v 23 22 27 21 28 20 29 19 18 30 77 16 31 15 32 14 ST1.5,,B STP= 5x8 = 5xB = 5x6 = ST1.5xB STP= ST1.5x8 STP= 3.6 II 3x6 11 7x10 = 2-0 60-0-0 2OU 12-4-0 13Q4 21 1 30.2U 30-9-1A 4]i-0 OBg9 58-00 SBA-0 H I2ou loon 6 fis2 I 6Y4 a-0-44 eaz orekl 1a40 oaa zoo Plate Offsets (X Y)- [1:0-3-5 0-0-10] [2:0-3-0 0-3-8] [11:0-4-12 0-0-81 [14:0-44 0-1-B] [15:0-5-0 0-4-12] [23:0-4-12 0-1-81 [24:0-2-4 0-4-57 [26:0-2-40-1-13] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.26 18-20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.3818-20 >999 240 BCLL 0.0 ` Rep Stress Incr YES W B 0.98 Horz(CT) 0.05 15 Na We - BCDL 10.0 Code FBC2017/TP12014 - Matrix-SH _ - Weight: 438 lb FT=20% LUMBER - TOP CHORD 2x6 SP No.2 *Except* 24-25,25-26: 2x4 SP No.2 BOT CHORD 2x6 SP Nb.2 WEBS 2x4 SP No.3*Except' 4-22,10-15,4-20,5-18,8-18,10-17: 2x4 SP No.2 REACTIONS. (lb/size) 23=1682/0-8-0, 14=-237/0-8-0, 15=3020/0.8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or4-0-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. WEBS 1 Row at micipt 12-15, 2-22, 4-20, 5-18, 8-18 2 Rows at 1/3pts 10-17 Max Horz 23=103(LC 16) Max Upliff23=-765(LC 8), 14=-532(LC 23), 15=-1388(LC 9) - Max Grav 23=1685(LC 23), 14=193(LC 8), 15=3020(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=551/329, 2-0=-2541/2113, 3-4=-2491/2435, 4-5=-2854/2581, 5-7=-2485/2260, 7-8=-2485/2260, 8-10=-1123/1128, 10-11= 695/1438,11-12= 1211/1616 BOT CHORD 1-23=-402/574, 22-23=402/574, 20-22=-1588/2187, 18-20=-2135/2854, 17-18=-682/1123, 15-17=-1248/1275 WEBS 2-23=-1459/1611,12-14= 63/646,12-15=-1403/1287,11-15= 945/1296, 2-22=-1279/1676, 3-22=429/866, 7-18=-455/567,4-22=-664/489, 10-15=-2057/1126,4-20=-651/902, 5-20=-311/397,5-18=455/379,-8-18=-1340/1619,8-17=-1362/1325,10-17=-2327/2802 NOTES- (9) 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=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ('BCSI'), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water pending. 5) All plates are 4x6 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 20.0psf 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, with BCDL = 10.Opsf. BJfrovidemnecharicalconnection (byothers)-oftruss -tabearingplate capablebf withstanding1001bvpliftatjoint(s)-except-Qt=lb)- oaquimVeleiP-ENo.66183 23=765, 14=532, 15=138B. MTak USA, Inc. FL Carl 6634 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any 6904 Parke East Blvd. Tampa FL 33610 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Date: January 11,2019 O WARMING- Vedrydesr5nparzmehmsead READN0TE5 ON TNISANDINCLUOEDMm KREFERANCEFAGEM67473mv. te=015BEFORE USE. Deslgn volid for use only wIM Maeldv connectors. This design Is based only upon parameters shown, and Is for an IndNldual bullding component, not �m- a truss system. Before use, the building designer must verily Me applicability of design parameters and properly Incorporate this design Into Me overall buildingdeslgn. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Addltlonaltemporaryandparmonentbmcing Is always (squired for stability and to prevent collcpse with possible personN Injury and properly damage. For general guidance regarding Me MiTek' fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSVIP1t Oua1By CdNrN, DSB49 mtd BC H Building Component 6904 Parka East Blvd. Sobly Ui/onnolbrgvollable from Truss Plate InstiMe, 218 N. Lee Street Suite 312, Alexona dc, VA 22314. Tampa. FL 33610 b Truss Truss Type CRY Ply 1fi33422 - Myers Res.T16994459 r 33422 T09 Hip 1 1 Jab Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 162016 MiTek Industries, Inc. Thu Jan 10 16:01:18 2019 Page 1 ID:xolopMSP7tZzAONoNNJmz HoW-xX3WP2TrbY1WGDXnZEgoLLbSbOrl pU[YVXp4lVzMnF 2A-0 =a 15-0-0 22E-2 30-2-0 37-9- 4 45-4-0 48-GO 58-0-0 - fi0-4-0 Ili-01 iDUO 2-9-0 7-6-2 7-7-14 7-7-14 762 F2-8-0 10-0-0 24-0 5.00 F12 6x8 = 2x4 II 7x10 = 6x8 = 2x4 ll I 10 Scale=1:105.1 3 4 5xG 5x6 2 1 12 u 23 22 24 21 25 20 26 ST1.5x8 STP= 8x10 = 3x8 II w u 18 27 17 28 16 29 15 14 5z8 STI.5x8 STP= ST1.5x8 STP= 8x10 = 3xa II 2 a o sos z-fl0 1z30 zzs-z rH o 7-914 10-z-z M"o s4 z-o-oz u36I s-0 0 o4u zoo Plate Offsets (X,Y)-- [2:0-3-0 0>34] [7:0-5-0 04-8] [12:0-3-0 0-3-41 [14:0-4-12 0-1-8] 115:0-5-0 0-4-121 [22:0-5-0 0-4-121 [23:0-4-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.22 20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Ved(CT) -0.38 20-22 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.06 14 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH - Weight: 434 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-15 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 2-22, 6-18, 8-18, 9-17, 12-15 5-22,9-15: 2x4 SP M 31 REACTIONS. (lb/size) 23=1716/0-8-0, 15=2875/0$-0, 14=-126/0-8-0 Max Harz 23=119(LC 16) Max Uplift 23=-762(LC 8), 15=-1271(LC 9), 14=-428(LC 25) Max Gmv 23=1716(LC 1), 15=2875(LC 1), 14=127(LC 8) - - FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-547/344, 2-4=-2606/2184, 4-5=-2547/2455, 5.6=-2582/2407, 6-7=-2276/2152, 7-8=-2276/2152,8-9=-1325/1355,9-10=-692/1324,10-12=-1026/1396 BOT CHORD 1-23=-417/572, 22-23=-417/572,20-22=-1544/2132,18-20=-1894/2582, 17-18=-842/1325, 15-17=-3621527 WEBS 2-23=-1499/1643, 2-22=-133011757, 4-22=-385/680, 5-22=-503/454, 5-20=4577708, 6-20=-265/339, 6-18=439/331, 7-18=399/492, 8-18=-1033/1235, 8-17=-1227/1212, 9-17=-1786/2175,9-15=2252/1674,10-15=-507/782, 12-15=-1265/1185,12-14=4/530 NOTES- (9) 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=1 aft; Cat. II; Exp C; Encl., GCpil8; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ('BCSI'), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water pending. 5) All plates are .4x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 lost 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, with BCDL= IO.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any IdiTek USA, Inc. FL Cert 6634 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 O WARNING-VedrydesianpammetemandaEAD NOTES ON TNISAND INCLUDED AV EKNEFEF?MCEPAGEM 7473hw, 10a 20156E ONE USE Deslgn valld for use only with M8ekr91 connectors. This design 6 based only upon parameters shown, and Is for an hdivlduol building component, not ��- a hws system. Before use, the building designer must verity he applicability of design parameters and properly Incorporate this design Into the overall buildhgdesign, Bracing Indicated Is to prevent buckling ofIndividual ftwsweb and/or chord members only. Additicnaltemporaryandpennanentbrocing b always required for stablllty, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding he MiTek' fabrication. storage. delivery, erection and bracing of busses and truss systems, seeANSInPi1 Qualli Criteria. DSB49 and BCSI Building Component 6904 Parke East Blvd. Saloly N/onnalbnovoiloble ham Truss Rate Institute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply 1633422-Myers Res. T75994460 1633422 T10 Hip 1 1 Job Reference (optional) Builders FirslSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:01:19 2019 Page 1 ID:xoloph7SP7tZzAOvtoNNJmz HoW-PjducNUTMs9MuN6z7yL1tZBclgDsYLcijBYdgxzwinE 2-4-D 12-4-0 I 1,74 0 25-9-15 34-6-1 43-4-0 I 48-0-0 58-40 I60-9-D ' 2-4-0 10-0-0 4-8-0 a-&15 6-63 8-9-15 4-e-0 1000 2-4-0 5.00 12 6z8 0 2.4 II Scale=1:105.1 24 23 22 21 25 20 19 26 18 27 17 15 15 14 ST1.5xB STP= 5x6 = 5xE = ST1.5x8 STP= ST1.5x8 STP= 7x10 = 2-4-0 60-0-0 2h0 12-0-0 1]80 25-815 316-1 43-0-0 48-0-0 59-60 SB,q-0 2-0aH foUa ae-0 eels fiaa eA-LS ae-0 11TH -0 04a Aoo Plate Offsets (X Y)- [2:0-3-00-3-81 [5:0-54 0.3-0] [9:0-5-4 0.3-0] [15:0-3-8 0-4-8] r24:0-4-12 0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(ILL) 0.21 20 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Ven(CT) -0.32 20-21 >999 240 BCLL '0.0 Rep Stress their YES WB 1.00 Horz(CT) 0.06 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 441 lb FT=20% . LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3-Except* 4-23,10-15:2x4 SP No.2, 4-21,10-17: 2x4 SP No.1 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 54-12 oc bracing. WEBS 1 Row at micipt 2-23, 8-20. 9-18, 9-17, 12-15 REACTIONS. (Ib/size) 24=1772/04-0, 15=2562/0$-0, 14=130/0.8-0 Max Ho¢ 24=135(LC 16) Max Uplift 24=-769(LC 8), 15=-1080(LC 9), 14=-197(LC 13) Max Gmv-24=1772(LC 1), 15=2562(LC 1), 14=189(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 595/363, 24=-2702/2299, 4-5=-2411/2248, 5-6=-2439/2341, 6-8= 2438/2341, 8-9=-1890/1875, 9-10=-628f735, 10-12=-569/878 BOT CHORD 1-24=436/614, 23-24=436/614, 21-23=-1845/2388, 20-21=-1547/2177, 18-20=-1294/1889,17-18=-112/501,15-17=-774/762 WEBS 2-24=-1520/1695, 2-23=-1417/1783,4-21= 342/448,5-21=-318/425, 5-20=-274/502, 6-20=495/617,8-20=-603f736,8-18=-968/1008,9-18=-1520/1827,9-17=-1205/1018, 10-17— 1315/1827,10-15=-2275/2081,12-15=-882/825,12-14=-90/447 NOTES- (9) 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=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60.plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance,. see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ('BCSI'), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water pending. 5) All plates are 4x6 MT20 unless otherwise indicated. 6) This truss has been designed fora 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, with BCDL = 10.Opst. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at join(s) except (jt=lb) 9)'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.' MiTek USA, Inc. FL Cart 6834 $904 Parke East Bald. Tampa FL 33610 Date: January 11,2019 A WARNING - Verify dasign paramefersanC READ NOTES ON THIS AND INCLUDED MmEK REFERANCE PAGE MIL74" rev. lNT10,2016 BEFORE USE. ' Design valid for use only with Milrek® connectors. Mis design B based only upon parameters shown, and is for an individual building component. not Nil a buss system. Before use, me building designer must verify Me applicability of design parameters and properly Incorporate Mls design Into the overall bulldiogdeeign. Bracing indicated is to prevent bucAing of Individual hussweb and/or chord members only. Additional temporary and pesnanentbracing iwiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of Musses and Muss systems. weANSU1Pi1 Cuall Criteria. DSB-09 and BCSI Bultlhp Component 6904 Peas East Blvd. Tampa, FL 33610 Safety Informationovorable from Truss Plate Inshirrte, 218 N. Lee Street Sulie 312, Alexandre, VA 22314. Job Truss Truss Type Cry Ply 1633422 - Myers Res. T15994461 1633422 T11 Hip 1 7 Jab Reference factional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 162018 MiTek Industries, Inc. Thu Jan 10 16:01:212019 Page 1 ID:xolophtSP7tZzAOvtoNNJmzxHoW-M6ke13VjuTP47hGMENNVz_DyiegHOEN?BV1 kvgzmnC 2-4-0 12L-0 19-0-0 25-&2 34614 41-4-0 48-0-0 58-0-0 60-0-0 2-4-0' 1a-0-0 6-8-0 6-9-2 8-9-12 6-9-2 S-B-0 10-0-0 +2-0 0 5.00 Fl2 6xB = 6x8 = 9 23 22 21 20 24 19 IV 26 27 17 16 15 14 ST1.Sx8 STP= 8x10 = 5x8 = 3.8 It 5x8 = ST1.5xB STP= 8x10 — Scale=1:105.1 ST1.5x8 STP= 3x8 II 21 6 o 240 12-0-0 19-0-0 3R29 Lt-0-0 4&40 V. V. Wig r28o H 68O ~ t1-z-0 11.z-0 I s-e-0 OBI 040 2-0-0 Plate Offsets (X Y)-- [2:0,3-0 0-3-87 [12:0-3-0 0-3-87 [14:0-4-12 0-1-8] [15:0-3-8 0-0-121 [22:0-3-8 0-4-127 f23:0-4-12 0-1-8] LOADING (psi). SPACING- 2-0-0 CS]. DEFL. in (too) Vdefl Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.20 18-20 >999 360 MT20 244/190 TCDL -7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.3718-20 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.98 Horz(CT) 0.06 14 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 4371b FT=20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 3-22,11-15:2x4 SP No.2 BRACING - TOP CHORD Stmctuml wood sheathing directly applied or 4-0-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-4-3 oc bracing. WEBS 1 Row at midpt 2-22, 3-20, 6-20,.6-18, 8-17, 11-17, 12-15 REACTIONS. (Ib/stze) 23=1780/0-8-0, 15=2519/0-8-0, 14=166/0-8-0 Max Ho¢ 23=150(LC 12) Max Uplift 23=-751(LC 8), 15=-1028(LC 9), 14=-197(LC 13) Max Grav-23=1780(LC 1), 15=2519(LC 1), 14=239(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-582/347, 2-3=-2727/2336, 3-5=-2325/2154, 5-6=-2081/2076, 6-8=-2063/1954, 8-9=-841/999, 9-11=-98411003, 11-12=-537/802 BOT CHORD 1-23=-416/599, 22-23=-416/599, 20-22= 1883/2414, 18-20= 1538/2182, 17-18=-1111/1698,15-17=-700/729 WEBS 2-23= 152511701,2-22=-1474/1824,3-20=-436/582,5-20=-448/606, 6-20=-330/185, 6-18=-403/483,8-18=-4011770, 8-17=-1366/1192,11-17= 1355/1874,11-15=-2238/2093, 12-15=-8111780,12-14=-130/452 NOTES- (9) 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=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (°BCSI'), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architecUgeneral contractor. MTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water pending. 5) All plates are 46 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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, with BCDL= IO.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 9) *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.' MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 A WARNING- Vedrydevge Perometenend RF DNOWSONTNISANONCLUOEOMaEKREFERANCEPAGEM 74 are✓ 1sra3 f015BEFOREUSE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Iris Mdual building component. not a truss system. Before use, he building designer must verify the appllcablllty of design parameters and properly Incorporate this design Into the overall buildingdesign. BrocIngIndicated atoprevent bucklingoflndividualtrunweb arld/or chord members only. Additional temporary and pemwnentbracing ■i MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fobecotion, storage, delivery, erection and bracing of busses and true systems, seeANStMII Ouall Criteria, DSBA9 and BCSI BWtlklg Component. 69M Parka East Blvd. Warty Infolmalblpvalloble from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply 1633422-Myers Res. T15994462 1633422 T12 Hip 1 1 Jab Reference (optional) Builders FrstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek 5.00 12. 6%s 0 7x10 — 6xe = 5 6 7 Inc. Thu Jan 1016:01:22 2019 Pagel Scale=1:105.1 21 20 19 18 22 17 16 23 15 74 13 12 STI.5x8 STP= 8.10 = Sidi! = ST1.5xB STP= Si STP= axe II Bx10 = 3xB II 2s so4-0 2-0L 12-0-0 21 o 30.2-0 4Wo 59-D9 Ser4-0 2UU 1U60 e-9-0 9-2-0 120 42U a-e0 10.60 o6r11—� 0-0-0 24p Plate Offsets (X Y)-- [2:0-3-0 0-3-41 15:0-5-4 0-3-01 [6:0-5-00-4-81 17:0-5-4 0-3-01 110:0-3-0 0-3-41 [12:0-4-12 0-1-8] 113:0-3-8 0-4-81 120:0-3-e 0-4-81 [21:0-4-12 0-1-87 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75. Vert(LL) 0.19 18-20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT)-0.2816-18 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.91 Horz(CT) 0.06 12 n/a file BCDL 10.0 Code- FBC2017/TPI2014 Matrix-SH Weight: 438 lb FT=20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 3-20,5-16,7-16,9-13: 2x4 SP No.2 BRACING- TOPCHORD BOTCHORD WEBS REACTIONS.-(III/size) 21=1809/0-&Q 13=2359/0-8-0, 12=297/0-8-0 - Max Horz21=166(LC 12) Max Uplift 21=-745(LC 12), 13=-913(LC 9), 12=-222(LC 13) Max Grav 21=1809(LC 1). 13=2359(LC 1), 12=363(LC 24) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-559/331, 2-3=-2805/2420, 3-5=-2280/2122, 5fi=-1957/2018, 6-7=-1957/2018, 7-9=-1344/1314, 9-10=-302/516 BOT CHORD 1-21=-393/574, 20-21=-409/574, 18-20=-1965/2489, 16-18=-1365/2021, 15-16=-597/1144, 13-15=-430/508 WEBS 2-21=-1558/1718,2-20=-1580/1925,3-18= 56it702,5-18=-320/556,6-16= 562/676, 7-16=-977/1200,7-15=-728/715,9-15=-1295/1778,9-13=-2086/2020,10-12=-246/533, 10-13=-551/558 Structural wood sheathing directly applied or 4-0-12 oc puffins. Rigid ceiling directly applied or 5-2-12 oc bracing. 1 Row at midpt 2-20, 3-18, 5-16,,6-16, 7-16, 7-15, 9-15, 10-13 NOTES- (9) 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=181t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and fight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ('BCSI'), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water pending. 5) All plates are4x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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, with BCDL= 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) except Qt=lb) �1=745; 13=913,-12=222. oaqui"elezPENo.66192 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any MiTek USA, Ina. FL Cart 6634 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNING -Verdy deslgn parameters and BEAD NOTES ON TNISAND wCLUDED MREKBEFERANCEPAGEMD74Tdrex. 10113,2015BEFORE USE Design void for use any with MOek& connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a buss system, Before use, the building designer must verify me applicability of design parameters and properly Incorporate this design Into me overall buldingdesign. 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 guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, seeANSVIPl1 Quality CMedo,DSBde and SCSI Bu4dhp Component. Safety erforma6ura voilable from Truss Role Institute- 218 N. Lee Street Suite 312, Nexondrlo, VA 22314. 6904 Pake East Blvd. Tampa. FL 33610 Truss Thus Type CryPly 1633422-Myers Res.T75994463 r163 3422 �T13 Hip 1 1 Jab Reference (optional) Builders FirstSource, Plant City, FL 33566 5.00 12 6x8 = 2x4 11 8.220 s Nov 16 2018 W = Inc. Thu Jan 10 16:01:24 2019 Scale=1:107.1 23 22 21 3.00 42 15 14 ST1.5x13 STP= STI.5x8 STP= ST1.5x8 STP= ST1.5x8 STP= 3x6 If 7x10 = 7x10 = 2 4-0 6040 2A 7-11-11 14d0 148-0 2360 31-2L 374-0 4J-8-0 40,p0 59-00 58,4-0 �2-00 57-11 E20 103E 8i--0 10-00 840 2-0O Plate Offsets (X Y)— [4:0-5-0 CA-8] [15:0-5-4 0-4-0] [18:0-4-0 0-3-8] 121:0-7-00-4-121 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Vdeil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44. Veng-L) -0.08 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.1715-16 >999 240 BCLL 0.0 - Rep Stress [net YES WB 0.99 Horz(CT) 0.05 15 n/a n1a BCDL 10.0 Code FBC20177TPI2014 MaMx-SH Weight; 4401b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except` 10-0-0 od bracing: 18-20,16-18. 4-20: 2x4 SP No.1, 8-15: 2x4 SP M 31 REACTIONS. All bearings 0-8-0. (lb) - Max Horn 23=182(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) except 21= 774(LC 12), 15=--770(LC 13), 23=-192(LC 12), 14=-160(LC 13) Max Grav All reactions 250 lb or less at joints) 14 except 21=19fi 1), 15=1982(LC 1), 23=349(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2J= 64/270, 3A---305/699, 4-5=-655/692, 5-6=-1170/1135, 6-7=-1170/1135, 7-8=-848/815, 8-10=-432/828, 10-1 1=-566/840,12-13=-332144 BOT CHORD 20-21=-644/699, 18-20=-30/573, 16-18=-891748, 15-16=-160/326, 14-15=-376/337, 13-14=21/321 WEBS 2-23=-256/449, 3-22=0/268, 3-21=-536/526, 4-21=1452/1304, 4-20=-718/1249, 5-20=-639/536, 5-18=-441/811,6-18=A32/508, 7-18=-363/654, 7-16=-440/364, 8-16=-436/897,8-15=-1505/1266,10-15=-198/303,11-15=-452/579,11-14=-87/476, 12-14=-1521344 NOTES- (9) 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=18fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing 8 Bracing of Metal Plate Connected Wood Trusses (°BCSI°), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water pending. 5) All plates are 4x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurant 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 ----- �Niltfitbetween the-bottonrchord- and -anyothermember . Joaquin Velez PIE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7741b uplift at joint 21, 7701b uplift at MRek USA, Inc. FL Cart 6634 joint 15, 192 Ile uplift at joint 23 and 160 Ib uplift at joint 14. 6904 Parke East Blvd. Tampa FL 33610 9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any Date: particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' January 11,2019 © WARNING -V erydesl9n11ramete..dREAONOTESONTMSANDINCLUDEOMBEKflEFEAANCEPAGEMlN4"rve1010JI2015BEFOREUSE. Design voiid for use only with MRek® 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 applicabllliyof design parameters and propery Incorporate th[s design Into the overall buiidingdesign.Bracing indicated N to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek' is always required for stobiliry and to prevent collopse 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, seeANS171P1t Qua] Mv CRo&, DSBd9 and BCSI Butdhp Component Safety Infalmatbmvoiiable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. AlexondA¢ VA 22 14. Tampa, FL 33610 Job Truss Truss Type Qty Ply 1633422-Myers Res. T75994464 1633422 T14 Hip 1 1 Job Reference (optional) Builders FirstSourra, Plant City, FL 33566 5.00 12 6x8 = 6x8 = 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 1016:01:26 2019 Page 1 iP7tZzAOvtoNNJm2xHoW-i4YX4nZsi41 NDS8KI wzggl xrufcshZPkKnIVa1 zwM7 Scale=1:107.1 25 24 23 3.00 12 16 15 ST15x8 STP= ST1.5x8 STP= ST1.5x8 STP= ST1.5x8STP= 3.6 11 7x10 = 7x10 = 8x8 = LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Verl(LL) -0.10 22-23 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT)-0.2022-23 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.74 HOrz(CT) 0.05 16 n/a n/a BCDL 10.0 Code FBC20171FP12014 Matrix-SH Weight; 450 to FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins. BOT CHORD 2x6 SP No.2- BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-23 REACTIONS. All bearings 0-8-0. (Ib) - Max Horz 25=197(LC 12) Max Uplift All uplift 1001b or less at joint(s) except 23=-828(LC 12), 16=-742(LC 13), 25=-183(LC 8), 15=-197(LC 13) Max Grav- All reactions 250 lb or less at joint(s) except 23=1986(LC 1), 16=1852(LC 1), 25=377(LC 23), 15=315(LC - 24) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-5=-3691674, 5-6=-163/637, 6-7=-859/885, 7-8=-1008/1008, 8-9=-1041/1012, 9-1 1=-541/619,11-12=-335/605, 13-14=-318/9 BOT CHORD 22-23=-50/250, 20-22= 74f759, 19-20= 196/924, 17-19=-48/476, 16-17=-573/690, 14-15=0/303 WEBS 2-25=-273/427, 3-23=-551/606, 5-23=-319/479, 7-22=-450/354, 7-20= 130/428, 8-20=-15/258, e-19=-273/169, 9-19=-177/542, 9-17=806/702, 11-17=-855/1194, 11-16=-1380/1257, 12-16=-398/508,12-15=0/378,13-15=-163/366, 6-22=-356/802, 6-23=-1439/1093 NOTES- (9) 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=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right elmosed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ('BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 4x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 �illfitbetweenthe-bottomchordandanyothermember. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 828 lb uplift at joint 23, 742 lb uplift at ....y.^••^^• .11 ...... MiTek USA, Inc. FL Cart 6634 joint 16,183 lb uplift at joint 25 and 197 lb uplift at joint 15. 6904 Parke East Blvd. Tampa FL 33610 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any Date: particular building is the responsibility of the building designer perANSI TPI 1 as referenced by the building code.' January 11,2019 O WARNUIG-Vedtydeslgnpammefemand REAONOTES ON MSMDwCLUDEOMmEKREFERANCEPAGEMIF7414mv. 111T032015BEFOREUSE valid for use only with Mifek® connectors. fill design is based only upon parameters shown and Is for an Individual building component, not Lei' a muss system. Before use. the building designer must verify the applicability of design parameters and pmaerly Incorporate this design Into the overall buildingdestgn. Bracing Indicated is to prevent buckling of Individual tructweb and/or chord members only. Additional temporary and permanent bracing MiTek' s always required for stability and to prevent collapse with possible personal lnlury and property damage. For general guidance regarding the fabricatlon, storage, delivery. erection and bracing of musses and truss systems, saoAN$Vg II GuallBlyy Cdbda, DSB49 and BCSI Building Component 6904 Parke East Blvd. $ably Informalbrrnvollable from Truss Plate Institute, 218 N. Ise Street Suite 312, Alexandrim VA 22314. Tampa, FL 33610 Job Truss Thus Type OxY Ply 1633422 - Myers Res. T75994465 1633422 T15 Hip 1 1 Job Reference (optional) Builders RrslSource, Plant City, FL 33566 5.00 12 6x8 = 6xS = 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:01:27 2019 Scale = 1:107.1 25 24 23 3.00 12 15 14 ST1.5x8 STP= ST1.5x85TP= ST1.5xe STP= ST1.5x8 STP= 3x6 II 7x10 = 7x10 = 6xB = f0i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Ve art-0.07 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.15 14-15 >836 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.98 Horz(CT) 0.05 15 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Marini Weight; 4621b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly appliedor6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 (Ib).- Max Horz 25=213(LC 12) Max Uplift All uplift 100 It, or less at joints) except 23=-837(LC 12), 15=-777(LC 13), 25=-205(LC 8), 14=-186(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 23=1945(LC 1), 15--1850(LC 1), 25=418(LC 23), 14=332(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-289/607, 4-5=-502/621, 5-6=-913/966, 6-7=-954/1044, 7-8=-1091/1011, 8-11 10-11=-363/598, 12-13=-323/10 BOT CHORD 22-23=-562/699, 20-22=-79/476, 19-20=-71/809, 18-19=-150/939, 16-18= 90/526, 15-16= 569/723,13-14=0/310 WEBS 2-25= 317/458,3-24=0/260,3-23=-554/579,4-23=-1436/1291,4-22=-803/1176, 5-22=-829/695, 5-20=-129/496,.6-20=-2961141, 6-19=-117/398, 8-18=-64/472, 8-1l f774,10-16=-941/1244, 10-15=-1379/1265, 11-15=-410/533, 11-14=0/366, 12-14=-160/357 NOTES- (9) 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=18ft; Cat. II; Exp C; Encl., GCpIi 8; MW FRS (envelope) and C-C Extrmor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general - handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (°BCSIi jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architecttgeneral contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 4x 6 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 arectangle 3-6-0 tall by 2-0-0 wide will fit between -the -bottom -chord andany other members. loaquinVelezPEN0.66162 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 23, 777 lb uplift at MiTek USA, Inc. FL Cart 6634 joint 15, 2051b uplift at joint 25 and 1861b uplift at joint 14. 6904 Parke East Blvd. Tampa FI: 33610 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any Date: particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' January 11,2019 A WARNING -Verity Cesl9nasremetersanJREADNOTES ON WISANDINCLUDED MITEKREFERANCEPAGEMB74M., lo=W15B£FORE USE Design void for use onlywith MRek®connectors. This design Is based only upon poramatarsshown, and Is for an Individual building component, not tot a truss system. Before use, the building designer musiveriry the applicability of design parametersantl properly Incorporate this design Into the overall building design. Bracing indicated is to prevent bucling of lndfIldual 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 properly damage. For general guldonce regarding me fabrication storage. calvary. erection and bracing of trusses and truss systems seeANSVIP11 ribiByCrIti DSB-69 and BCSI Building Camponont Safr t9 tnformatblxwallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply 1633422-Myers Res. T75994466 1633422 T16 Piggyback Base 9 7 Job Reference foationat mincers FlrstSource, Plant City, FL 33566 8.220 a Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:01:29 2019 Page 1 22L4-0 I -ID:xoloIphtSP7tZzAOAoNNJmzAH50-3W2 - 7fDgiockO5w-5P-y4wtU2XNHgZNYseRuwzA1 kz9BMzv4n4 -1 6 -0463 2-1-124 4]-9U 51-133 58006i0 L2-14-03 2 Scale =1:107.1 6.8 = 5.00 rl2 6x8 = 25 24 23 3.00 Ft2 16 15 ST1.5x8 STP= ST1.S49 STP= ST1.5x8 STP= ST1.5x8 STP= 3x6 11 7x10 = 7x10 = axe = 2b0 5yyp 2-00 Z11-11 14-0-0 1� rB-0 25i 14 31-2-0 36-11-2 az-1-10 4]-e-0 aa,0.0 SB-00 58 qU 2¢ Sa-n 6-0-5 10a14 39-z Ss-z ]-z-1z Sbz o- L 100-0 a Plate Offsets (X Y)-- f 15:08-8 0.3-01 116:0-7-0 0-4.121 123:0-5-4 0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(ILL) -0.10 22-23 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.21 22-23 >999 240 BCLL 0.0 ' Rep Stress [nor YES W B 0.75 Horz(CT) 0.05 16 n/a ida BCDL 10.0 Code- FBC2017/TP12014 Matnx-SH Weight: 45116 FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-14 no puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. - WEBS 2x4 SP No.3 WEBS 1Row at midpt 6-23 REACTIONS. _ All bearings 0-8-0. (Ib) - Max Horz 25=201(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 23=-833(LC 12), 16=-747(LC 13), 25=-185(LC 8), 15=-197(LC 13) Max Gmv All reactions 2501b or less atjoint(s) except 23=1981(LC 1), 16=1850(LC 1), 25=383(LC 23). 15=320(LC 24) FORCES. (Ile) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-366/663, 5.6=-163/632, 6-7=-866/889, 7-8=-1000/1017, B-9=-1044/1009, 9-1 1=-550/626,11-12=-335/600, 13-14=-318/9 BOT CHORD 22-23=-421276, 20-22=-761775, 19-20=-189/931, 17-19=-59/487, 16-17=-569/692, 14-15=0/304 WEBS 2-25=-278/428, 3-23==549/607, 5-23=-314/473, 6-23=-1454/1113, 6-22=814/765, 722=-425/325, 7-20=-1271416, 8-20=-20/254,8-19=-254/147, 9-19=-147/521, 9-17= 811f714,11-17= 870/1203, 11-16=-1378/1257, 12-16=-400/512,12-15=0/373, 13-15=-163/364 NOTES- (9) ' 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=181t; Cat. 11; E7le C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right elglosed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (°BCSI°), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architecUgeneml contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water painting. 5). All plates are 4x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 21 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. oaquin-Velez PE No.68182 8) Provide mechanical connection (by Others) of truss to bearing plate capable of withstanding 833111 uplift at joint 23, 747 Ib uplift at MiTek USA, Inc. FL Cert 6634 joint 16, 185111 uplift at joint 25 and 197111 uplift at joint 15. - 6904 Parke East Blvd. Tampa FL 33610 9). "This manufactured product is designed as an individual building component. The suitability and use of this component for any Date: particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' January 11,2019 A WARNING -VedrydodgnperametersenCREADNOTES ONMOANDWCLUDEDMREKFEF ANCEPAGEM/N4n., 10,11120ISBEFOREUSE Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an IntlNltluol building component, not a mass system. Before use. Me building designer must verify the applacblllty of design parameters and properly Incorporate this design Into the overall buildingdeslgn. Bracing Indicated is to prevent buckling of lncMdual bus web and/or chord members only. Adoflonal temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, tleWery, erection and bracing of trusses and hum systems, seeANSVIPI I Quality Critters. DSB-89 and BCSI Building Component So1Ny Nlomsafbnov ,liable ham muss Plate Inslilule, 218 N. Lee Sheet, Suite 312, Alexandria. VA 22314. MiTek' 6904 Parke East Blvd. Tampa, 1 33610 Job Truss Type Qty Ply 1633422-Myers Res. TP-199y1back T15994467 1633422 T17 Base 3 1 Job Reference factional) Builders RrstSource, Plata City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:01:31 2019 Page 1 ID:xolophtSP7tZzAOvtoNNJmz HoW-31 LQ7Ud?XYg1KDOHgTZrN5ejogKuMnWTU2SGFEzvdn2 2-4-a ]-11-11 M 8-0 1B-940 25A 14 . 34-11-2 41-0-10 46-0-0 58- a 60-0-0 12A-0 _'_1 _a 6-8-5 4-1-10 6J5 9fi-3 GS-e 8-7-6 1D0-0 Scale=1:107.1 6xB -- -- 5.00 12 US = k 25 24 23 3.00[12 18 17 16 15 14 ST1.5x8 STP= ST1.5x8 STP= 3.4 II 5x8.= ST1.5x8 STP= ST1.5x8 STP= 3x6 II 7x10 = 7x10 = ax8 II 24a 5p 0 2f}0 ]-11-11 14-0-0 1 -0 25L14 31-2-0 31-11-2 41-0-10 46U-0 56-00 58 2-G 5-]-11 G-CS 10.0-M 5-92 &9-2 65-8 17 109-0 -0 0 -09 Plate Offsets(XY)-- f15:0-3-8,0-4-121 f19:0-5-00.3-0I f23:0-5-40-4-01 LOADING (psf) SPACING- 2-0-0 Cat. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53. Vert(LL) -0.10 22-23 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.21 22-23 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.06 14 Na n/a BCDL 10.0 Code FBC2017ITP12014 _ Matrix-SH Weight 467lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc pudins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8-18: 2x4 SP No.3 WEBS 1 Row at midpt 6-23, 12-15 WEBS 2x4 SP No.3 *Except* 11-17: 2x4 SP No.1 REACTIONS. All bearings 0-8-0. (Ib)- Max Harz 25=201(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 23- 859(LC 12), 25=-179(LC 8). 15=-641(LC 13), 14=-271(LC 13) Max Grav All reactions 2501b or less at joint(s) except 23=2056(LC 1), 25=369(LC 23), 15=1696(LC 1), 14=414(LC 24) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-5=-3981708, 5-6=-194/675, 6-7= 913/951, 7-8=-1105/1139, 8-9=-1164/1172; 9-11= 712/875,11-12=-55/340 BOT CHORD 22-23=A5/269, 20-22=-136/821, 19-20=-333/1056, 15-17=-232/288 WEBS 2-25=-266/415, 3-23=-557/612, 5-23=-315/475, 6-23=-1535/1196, 6-22=-375/824, 7-22=-475/374,7-20=-224/503,17-19=-267/636, 9-19=-94/544, 9-17=-805/592, 11-17=-675/1009,11-15=-1451/1420,12-14= 291/666,12-15=-449/412 NOTES- (9) 1) Unbalanced mot 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=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3), WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Tresses (°BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/geneml contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water pending. 5) All plates are 4x6 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 tress 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. oaqui"alez PE-No.68182 - 8) Provide mechanical connection (by others) of tress to bearing plate capable of withstanding 859 lb uplift at joint 23, 179lb uplift at MiTak USA, Inc. FL Cart 6634 joint 25, 641 lb uplift at joint 15 and 271 lb uplift at joint 14. 6904 Parke East Blvd. Tampa FL 33610 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any Date: particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." January 11,2019 Q WARNING -Verify Eesign paramefersend READ NOTES ON TNISANDWCLUDED MmEKREFRANCEPAGEM1;-74Ydro1 10/0320156EFOREUSE. Design valid for use only with MOeIF01 connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a buss system. Before use, the buliding designer must verity the opplloabll8yof design parameters and proper y Incorporate this design Into the overall building design, Bracing Indicated is to prevent bucNing of Individual buss web and/or chord members only. Additlonal temporary and permanent bracing Is always required for slability and to prevent collapse with possible personal inlury and property damage. For general guidance regarding the fabrication, storage, dellvery. erection and bracing of trusses and truss systems, seeANSVfPIT QuamQyCdferia. DSB49 and BCSI Building Component Safety Informatiorwalloble from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexantlrla. VA 22314. �t' MiTek' 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply 1633422 - Myers Res. T15994468 1633422 T18 Hip 1 1 Jab Reference o ional Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:01:32 2019 Page 1 ID:xolophlSP7tZzAOvtoNNJmz HoW-XEvoLgedlroWzNbTNA44vlBwJ3ij5EgcjiCpnhzMnl 2L-0 ]-11-11 14-9-0 20.fi-11 2]4]-0- 33-4-0 -11 41A-10 49-0.0 SBA-0 60-4-0 2-4-0 S-]-11 6-8-5 5-10-12 6-5-5 6d-0 _7 6-5-8 6-]-6 10-0-0 2-40 Scale = 1:107.1 6x8 = 5.00 12 6z8 = 3x4 11 6 7 8 26 25 24 3.00 12 18 17 16 15 14 ST1.Sze STP= ST1.5z8 STP= 3z411 5z8= ST1.5x8 STP= ST1.5z8 STP= 3x6 II 7x10 = 7x10 = 3z8 II 2t a 2-0O )q1-11 14d0 1 2W11 27-0 31-2L 3411-2 91-0.10 1 3-0L SB-0-0 58 a 2-00 57-11 BLS _ 5-10.12 65-5 42-0 av-2 6s-6 6.7b 1a40 Plate Offsets (X Y)-- [4:0-5-0 0-4-8] [15:0-3-8 0-4-121 119:0-2-4 0-3-81 [24:0-7-0 0-4-121 LOADING (psf) SPACING- 2-" CSI. DEFL. in (too) Wall Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TIC 0.51 Vert(LL) 0.06 19 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.1014-15 >999 240 BCLL 0.0 - Rep Stress [nor YES WB 0.93 Horz(CT) 0.05 14 n/a n/a BCDL 10.0 Corte FBC2017/TP12014 Matrix-SH Weight: 487 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x6 SP No.2 `Except - BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8-18: 2x4 SP No.3 WEBS 1 Row at midpt 12-15 WEBS 2x4 SP No.3 *Except* 4-24: 2x4 SP No.2 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 26=-213(LC 17) Max Uplift All uplift 1001to or less atjoint(s) except 24=-862(LC 12), 26=-201(LC 8), 15=-673(LC 13), 14=-260(LC 13) Max Gmv All reactions 250 lb or less at joint(s) except 24=2029(LC 1), 26=401(LC 23), 15=1681(LC 1), 14=434(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-316/659; 4-5=-511/650, 5-6= 970/1042, 6-7=-1047/1147, 7-8=-1126/1338, 8-9=-1165/1186,9-11=-728/879, 11-12=-72/314 BOT CHORD 23-24=-612/726, 21-23=-89/472, 20-21=-146/867, 19-20=-261/1035, e-19=-240/386, 15-17=-194/304 WEBS 2-26=-301/446,3-25=0/266,3-24=-563/584,4-24=-1505/1355,4-23=-870/1248, 5-23=-885/748, 5-21=188/557, 6-21=-356/194, 6-20=-178/469, 7-19=-365/190, 17-19=-270/651, 9-19=-104/526, 9-17=-800/608, 11-17=-700/998, 11-15=-1438/1443, 12-15=-427/425,12-14=-310/659 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.OpsQ h=18ft; Cat. II; Exp C;. Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (°BCSI°), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/amhitecUgeneral contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water pending. 5) All plates are 4x6 MT20 unless otherwise indicated. 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 Dealing plate capable of withstanding.862 lb uplift at joint 24, 201 lb uplift at joint 26, 673 lb uplift at joint 15 and 260 Ib uplift at joint 14. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any MYek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2D19 AWABNWG-V.dfydealgnParamef..d BEADNOTESONTNISANDWCLUD£DMREKBEFEBANCEPAGEM/F74]3rev.16NYf01SBEFONEUSE �■� Design valid for use only with MRek® 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 me applicability of design parameters and properly Incorporate MIs design Into the overall building design. Bracing indicated is to prevent buckling of Individual two web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collopse with possible personal injury and property damage. For general guklanceregardingme fabrication, storage, dellvvy. erection and bracing of truces and truss systems, seeANSVIPIl GualNNyy CdMM, OS9-09 and BCSI Building Component 6904 Parke East Blvd. 6e19ty Inlarmaflorvsvaobe from Truss flats Institute, 218 N. Lee Street Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oly Ply 1633422 - Myers Res. T159944fi9 1633422 T19 Hip 1 1 Job Reference (optional) Builders FirstSouroe, Plant City, FL 33566 - - --- 5.00 12 6x8 = 7%10 5 6 7 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:01:34 2019 Scale=1:107.1 24 23 22 3.00 12 17 16 15 14 13 ST1.5x8 STP= ST1.5x8 STP= 3x4 II 5xB = ST1.5xe STP= ST1.5x8 STP= ass 11 7x10 = 7x10 = 3xB 11 2-4U LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.08 21-22 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.17 21-22 >999 240 BCLL 0.0 ' Rep Stress Incr YES WEI 0.98 Horz(CT) 0.06 13 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 458 to FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc pudins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6-17:2x4 SP No.3 WEBS 1Row at midpt 11-14 WEBS 2x4 SP No.3'Excepr 4-22: 2x4 SP No.2, 4-21: 2x4 SP M 31 REACTIONS. All bearings 0-8-0. (lb) - Max Hors: 24=-198(LC 13) Max Uplift All uplift 100lb or less atjotnt(s) except 22=-837(LC 12), 24=-181(LC 8), 14=-652(LC 13), 13= 261(LC 13) Max Grav All reactions 250 lb or less all except 22=2061(LC 1), 24=367(LC 23), 14=1705(LC 1), 13=398(LC 24) FORCES. (Ile) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-59/264, 3-4=-306/6B7,4-5=-916/884,5-6=-1102/1133, 6-7=-1011/1173, 7-8=-1145/1157, 8-10= 685/840, 10-11= 104/366 BOT CHORD 21-22=-629/688, 19-21=-135/779, 18-19=-341/1054, 14-16=-269/333 WEBS 2-24= 273/447,3-23=0/254,3-22=-491/469,4-22=-1526/1442,4-21=-819/1402, 5-21=-591/524, 5-19=-224/546,-8-16= 786/580,10-16=-685/1003,10-14=-1457/1445, 11-14=-463/445,11-13=-277/643,16-18=-223/602,8-18— 142/573 NOTES- (9) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=181t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber D0L--1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (°BCSI'), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architecUgeneml contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 46 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 7) ' 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 betweenthe-bottom-chordancl any-othermembers. Joaquin-VefezPEAo.68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837lb uplift at joint 22, 181111 uplift at MiTek USA, Inc. FL Cert 6834 joint 24, 652 lb uplift at joint 14 and 261 lb uplift at joint 13. 0904 Parke East Blvd. Tampa FL 33G10 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any Date: particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' January 11,2019 Q WARNING- Verity design parameters endREAD NOTES ON MIS AND INCLUDED MREKBEFERANCE PAGE Moss" ItIssGIf6 BEFORE USE. Design valid for use only with MRe4® connectors. Thls design Is based only upon parameters shown, and Is for an NdMdual building component, not �� a truss system. Before use, the building designer must very the appllcablllfy of design parameters and property Incorporate Ill cadge Into the overall building design. Bracing indicated is to prevent bucl4ing of lndivltlual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is olwaysrequlred for stability antl to prevent collapse with passible personal Injury and property damage. For general guidance egoolinglbe tobrication storage. deMery, erection and bracing of trusses and lnrss systems, sawkNariPIt CUaIBv CModo, DSBd9 and IIGSI Bu6tlhp Component East BNd. b(eh m/omlalbnavailable from Truss Plate Institute. 218 N. Lee street, Suite 312 Alexandria. VA 22 14. Tampa, FL 33610 Tam a, FL Job Truss Thus Type Oty Ply 1633422 - Myers Res. T75994470 1633422 T20 Hip 1 1 Job Reference (optional) Builders FirslSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:01:36 2019 Page 1 ID:xolophtSP7tZzAOAoNNJmuHOW-P78JABh7M41yQyFcO904BLZoh3V11 mCeKA1 vSzvdmz 2-0-0 ]-11-11 14-0-D 23-0-0 31-2-0 3a-11-2 3]-0-0 41-0-10 4a-0-a 56-trD 60-0-0 2-0-0 a-0-0 3-9-2�2-0-1p p-tr10 6d-6 tam-0 2101 9 Scale=1:107.1 5.00 12 6A= 2x4 II 6x8 = 25 24 23 3.00 Fiff 18 17 16 15 14 13 ST1.SxB STP= ST1.5x8 STP= 2x4 II 2x4 II Sx8 = ST1.Sxe STP= ST1.5x8 STP= 2x4 II 7x10 = 7x10 = 3x8 II 2-0 GD4-0 2-00 >-11-fl 1430 1 9-0 23a0 31-2-0 34-11-2 3>J-0 41+1a 4W 580e 58,4e � 2-0-0 H S]-11 I 645 011�1 a-z-0 39-2 I zn-14 L. 3 sz-s 040 tun Plate Offsets (K Y)- [4:0-5-0 0-4-81 [14:0-3-8 0-4-12] [19:0-5-0 0-3-0] [20:0-4-00-3-8] [23:0-7-0 0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.52 Ven(LL) 0.08 20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.13 20-22 >999 240 BCLL 0.0 ' Rep Stress [net YES WB 1.00 Horz(CT) 0.07 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matril Weight 467 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or ll ocbracing. 18-26: 2x4 SP No.3 WEBS 1 Row at midpt 7-17, 11-14 WEBS 2x4 SP No.3 *Except* 4-23,5-20,8-16: 2x4 SP No.2, 4-22: 2x4 SP M 31 REACTIONS. All bearings 0-e-0. (Ib) - Max Horz 25=-182(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 23=-814(LC 12), 25=-176(LC 12), 14=-622(LC 8), 13=-259(LC 13) Max Gmv All reactions 250 lb or less atjoint(s) except 23=2174(LC 1), 25=285(LC 23), 14=1766(LC 1), 13=349(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-108/410, 3-4=-424/879, 4-5=-634/691, 55=-1312/1259, 6-7=-1312/1259, 75=-1014/1049, 8-10=635f7B6, 10-11=-143/456 BOT CHORD 23-24=-362/260, 22-23=-818/815, 20-22=-27/558,19-2D=-253/941, 14-16=-350/368 WEBS 2-25=-197/399, 2-24=-301/124, 3-24=0/287,3-23=-569/548,4-23=-1585/1403, 4-22=-841/1415, 5-22= 753/616, 5-20= 589/998, 6-20=-444/528, 7-20=-308/609, 7-19=-279/120, 8-16— 930/556, 10-1fi=-664/1048,10-14=-1502/1432,11-14=5321475, 11-13=-235/624, 16-19=-186/605, 8-19=146/660 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; hl8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right elglosed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/amhitectigeneral contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 4x6 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. /)" This truss has been designed fare liveioad of 20.Opsf on the bottormchord in all areas where aTectangle-3-" tall by 2-0-0 wide- Joaquin Velez PE No.60102 will fit between the bottom chord and any other members. MTek USA, Inc. FL Cart 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 814Ib uplift at joint 23, 1761It uplift at 6904 Parke East Blvd. Tampa FL 33610 joint 25, 622 lb uplift at joint 14 and 259 lb uplift at joint 13. Data: 9) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any January 11,2019 particular building is the responsibility of the building designer perANSI TPI 1 as referenced by the building code." Q WARNING - V day design pmamefers end READ NOTES ON TIUS AND INCLUDED MMEKREFftAtICE PAGE M67473 rev. Iaaal BEFORE USE Wit valld for use only with Meek® connectors. Ibis design Is based only upon parameters shown. and Is for an Individual building component, not a hum system. Before use. Me bulltling deal must verify Me applicability of design parameters and properly Incorporate this design Into the overall bulldIng design. Bracing Indicated is to prevent bucWing of lndNltluot tnlssweb and/or chord members only. Ad llronal temporary and permanent bracing MiTek' 6 always requited for stability and to prevent collapse with possible personal injury and property damage. For genarcl guidance regarding Me fabrication, storage. delivery, erection and bracing of trusses and truss systems. seeAN9/IPII Quo' OMsM; DSB49 and BC9I lWdYsg Compornnf Tamp Parke Easl Bald. Safety MfonnoNons drable from Taus Plate Institute, 218 N. use Sheet Suite 312. Alexontlrlo. VA 22 14. Tampa, FL 33910 Job Truss Truss Typa City Ply 1633422 - Myers Res. T15994471 1633422 T21 Hip 1 1 Job Reference (optional) Builders Firslaource, Plans Gity, FL 335titi 5.00 12 6xa 8.220 s Nov 16 2018 MiTek 2x4 II 7x10 = 6xa = Inc. Thu Jan 10 16:01:38 2019 Style=1:107.1 24 23 22 3.00 12 17 16 15 14 13 ST1.5x8 STP= ST1.5x8 STP= 3x411 5x8= ST1.5.5 STP= ST1.Sx8 STP= 2.4 11 7x10 = 7x10 = 3x6 11 24-0 60.0D LOADING (psf) TCLL 20.0 TOOL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CS]. TC 0.61 BC 0.35 WE 0.96 Matrix-SH DEFL in (lac) Vdefl L/d Vert(LL) -0.10 19-21 >999 360 Vert(CT) -0.2219-21 >999 240 Hou(CT) 0.08 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 455 lb FT=20% LUMBER- BRACING - TOP CHORD 24 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc puffins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-17:2x4 SP No.3 WEBS 1 Row at midpt 5-19. 8-16, 11-14 WEBS 2x4 SP No.3 *Except* 4-22,4-21: 2x4 SP No.2, 10-16: 2x4 SP M 31 REACTIONS. All bearings 0-8-0. (lb) - Max Harz 24=-166(LC 17) Max Uplift All uplift 100 lb or less at joints) except 22=-869(LC 9). 24=-167(LC 12), 14=-719(LC 8). 13=-234(LC 13) Max Gmv All reactions 2501b or less atjoint(s) 24,13 except 22=2201(LC 1), 14=1858(LC 1) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-176/524, 3-4---548/1019, 4-5=-319/467, 5-6=-1322/1285, 6-7=-1321/1285, 7.8=-963/1060, 8-10=-6241770, 10-11=-313/674 BOT CHORD 22-23=-065/325, 21-22= 953/945, 19-21=0/308, 18-19=-354/1004, 7-18=-541/337, 14-16>552/518 WEBS 2-24=-134/348, 2-23- 388/171, 3-23=0/304, 3-22=E31/618, 4-22=-1580/1362, 4-21=-870/1369,5-21=-850f722,5-19=-850/1246,6-19=-523/644,7-19=-351/582, 16-18=-117/575,8-18=-409/831,8-16=-808/494,10-16=-722(1151,10-14=-1567/1530, 11-14=-678/569, 11-13- 125/525 NOTES- (9) 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=18R; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ('BCSI'), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 46 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 of20.Opsf on the bottom chord In all areas here a rectangle36.O tall by 2-0-Owide- - - will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 869 lb uplift at joint 22, 167 lb uplift at joint 24, 719 lb uplift at joint 14 and 2341b uplift at joint 13. 9 'Th' f t d d ' d ' d d' 'd ' - Joaquin.Velez PENo.68182- MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33810 Dale: Is manu ac ure pro uct Is aslgne as an IIw In us 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.' January 11,2019 Q WARNAG-Wait, design pivamelen end READ NOTES ON MIS AND INCLUDED MnEK REFEMNCEPAGEM67477 rev. rbD120r5 BEFORE USE �■'' Design valid for use only with MOekw connectors. fib design Is based only upon parameters shown, and b for an Indlvldual building component, not a truss system. Before use, the building deslgndr must verify the appllcabllity, of design parameters and property Incorporate fins design Into the overall buldingdeslgn. Bracing Indicated Is to prevent buckling oflndt,ducltruss web and/drchord members only, Additional temporary and permanent bracing 6 always recurred for slobYiry 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 tntss systems. seeANSI/Tplt Cuallty CrIfe1N. DS849 and SCSI Sulding Component Safety tnfermanonpwllobie from Truss Plate Institute, 210 N. Lee Street Suite 312. Alexandria, VA 22314. ■'�Yq MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job Truss Thus Type Oly Ply 1fi33422-Myers Res. T15994472 1633422 T22 Hip 1 1 Job Reference (opt anal) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 1016:01:40 2019 5-7-1 5.00 12 6x8 = 5x6 = 6z8 = 7x10 4 5 6 7 8 9 Scale=1:107.1 iF 26 25 24 3.00 12 18 17 1E 15 14 ST1.5x8 STP= ST1.5x8 STP= 3.4 II SM = ST1.5x8 STP= STI.5x8 STP= 2x4 II 7zI0 = 7z10 = 3x8 II 2-4-0 66Lo 2-00 ]91-11 16-0-0 14 B-0 19-00 2]-8-1 31-2's 3f-11-2 41-0-0 49-00 50DU SBr9-0 12L 1 5-]-11 615 0 -0 4' BSt I 3-10-14 I 332 6-0-14 1 60-0 im 0�1�-0 0-40 2-0O Plate Offsets (X Y)-- [4:0-5-0 0-4-8] 15:0-5-4 03-0] [15:0-3-8 0-4-12] [19:0-5-0 0-3-0] [24:0-7-0 0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(L-) 0.10 20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.15 20 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 1.00 Horz(CT) 0.07 14 n1a rda BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 456111 FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x 6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8-18: 2x4 SP No.3 WEBS 1 Row at midpt 12-15 WEBS 2x4 SP No.3 *Except* _ 4-24: 2x4 SP No.2, 5-21: 2x4 SP M 31 REACTIONS. All bearings 0-8-0. (lb) - Max Harz 26=150(LC 16) Max Uplift All uplift 100 Ib or less at joints) except 24=-961(LC 9), 26=-207(LC 24), 15=-739(LC 8), 14=-238(LC 13) Max Gmv All reactions 2501b or less atjoint(s) 26,14 except 24=2316(LC 1), 15=1828(LC 1) FORCES. (Ib) -Max. Comp./Max Ten. -All tomes 250 (Ili or less except when shown. TOP CHORD 2-3=-298/691, 3-4= 706/1204, 4-5=0/256, 5-6=-974/1015, 6-8=-1329/1178, 8-9= 1127/1153,9-11=-438/626,11-12=-330/691 BOT CHORD 24-25=-619/435, 23-24=-1132/1101, 21-23=-288/505, 20-21=-381/1005, 19-20=-521/1166, 8-19=-594/500,15-17= 590/540 WEBS 2-26=-48/280, 2-25=-527/239, 3-25=-1/321, 3-24=-672/664,4-24=-1639/1376, 4-23=-873/1324, 5-23=-1059/832, 5-21=-984/1349,6.21=-825/749, 6-20=.228/498, 8-20=-48/288, 17-19= 19/360, 9-19=-617/992,9-17= 734/489, 11-17=-692/1088, 11-15=-1549/1475,12-15=-722/620,12-14=-117/540 NOTES- (9) 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=18ft; Cat. 11; Exis C; Encl., GCpi=C.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Woad Trusses ('BCSI'), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architecVgeneml contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent Water pending. 5) All plates are 46 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,beem designed foraiive load -of20;Opsf-on-the bonomzhord imalFareas-wherea- rectangle -3-6-0tall-by 2-0-0,wide Iaaquin VelezPIE-No.68181 will fit between the bottom chord and any other members. MiTek USA, Inc. FL Carl 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 961 lb uplift at joint 24, 2071b uplift at 6904 Parke East Blvd. Tampa FL 33610 joint 26, 7391b uplift at joint 15 and 23B lb uplift at joint 14. rate: 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any Inni rani 11 Pn1 Q particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ----- ' '-- ,&WARNING- yerHy deslan perametersand READNOTES ON TN/SAND INCLUDED MREKREPERANCEPAGEM17-7473mv. 10a420158EPORE USE Design valid for use only with MnekO 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 buss web and/or chord members only. Additional temporary and permanent bracing MiTek' 5 always required for stability and to prevent collapse with possible parsotol Injury and property damage. For general guidance regarding the recreation, storage, delivery, erection and bracing of pusses and truss systems. seeANSVrPIl Quality Cristo. DSB-0il and BCSI Building Component 6904 Parke East Blvd. Safety Informalblpvoilable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandre, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply 1633422 - Myers Res. T75994473 1633422 T23 Hip 1 1 Job Reference (optional) tlWloers Flrstsoume, Plant Only, FL33566 8.220 s Nov 16 2016 MiTek Industries, Inc. Thu Jan 10 16:01:412019 Page 1 ID:xolophtSP7tZzAOvtoNNJmz HoW.myyCEvlGB=FWmnCPZkBnC2L5igOiHXxnctobfzwimu 31 2-0 12-0-0 259-0 29-2-0 3P2p 3474 43-00 4e8p 5Bh0 6a-0-0 2-00 1000e.vo a5o 1-0b aa,s I a9-0 0.60 loco 2aa 00 Style=1:105.1 5.00 r12 6x8 = PA \\ 2x4 II 2x4 // 2x4 11 6x8 = 6 7 8 9 10 11 16 26 25 24 23 21 22 21 L9 20 39 19 la 17 16 ST1.5x8 STP= Bx1D= 3.8 II 5xB = 5x8 = ST1.5x6 STP = 8x10 = ST1.5x8 STP= 3x8 II 2-0D 60 C 0 28p 12-0-0 7V ze 5 O0 aa 4 80 5eD0 zL 1040 4-0 e ano 040 20 Plate Offsets (X h-- f2:0.3-0 0-3-8] [5:0-5-4 0-3-01 [11:0-5-4 0-3-01 [14:0-3-0 0-3-81 [16:0-4-12 0-1-81 rl7:0-3-8 0-4-81 T25:0-3-8 0-4-81 [26:0-4-12 0-1-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (lee) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.87 Vert(LL) 0.23 22 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.3520-22 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(CT) 0.06 16 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 4481la FT=20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-25,12-17,5-23,11-19:2x4 SP No.1, 4-23,12-19: 2x4 SP No.2 REACTIONS. (Ib/size) 26=1833/0-8-0, 17=2642/0-8-0, 16=140/0-8-0 - Max Hom 26=135(LC 12) Max Uplift 26=-719(LC 8), d7=-939(LC 9), 16=-228(LC 13) Max Grant 26=1833(LC 1), 17=2642(LC 1), 16=187(LC 24) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-6-7 oc bracing. WEBS 1 Row at midpt 2-25, 14-17, 11-20 FORCES. (lb) - Max. COmpJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-611/351, 2-4=-2827/2202, 4-5=-2547/2144, 5E=-2651/2185, 6-7=-2651/2185, 7-9=-2414/1950,9-10=-2067/1737,10-11=-2067/1737,11-12=-6951740,12-14=-460/863 BOTCHORD 1-26=424/630.25-26=-424/630,23-25=-175612503,22-23=-1451/2303, 20-22=-1369/2414, 19-20=-121/562,17-19=-757/661 WEBS 2-26=-1575/1651,2-25=-1339/1882,4-23=-327/458,12-19=-117711915. 12-17=-2353/1934, 14-17=-8631738,14-16=-89/496,6-22=-592/667,10-20=-342/45B, 5-22= 197/590,5-23=-328/416,11-20=-1335/1952, 11-19= 1271/919,7-22=-530/551, 9-20=-815/482 NOTES- (9) 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=18tt; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and expedence for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ('BCSI'), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architecVgenerel contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, Or bracing. 4) Provide adequate drainage to prevent water pending. 5) All plates are 4x6 MT20 unless otherwise Indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 7)' This truss has been designed fora 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, with BCDL= 1O.Opsf. -8) Provide mechanical connection (by others) of muss to bearing platecapableof withstanding-719 lb upliftatyoint26,-9391la uplift -at- -- Ioaquir lez PE No.68182 joint 17 and 228 Ib uplift at joint 16. MiTek USA, Inc. FL Cad 6634 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any 6904 Parke East Blvd. Tampa FL 33610 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Data: LOAD CASE(S) Standard January 11,2019 Q WARNING-V dlydesl9nparamelereanJREADNO]E50NTHISANDWGLUDEDMR KBEFEMNCEPAGEUX74M.... 104034015BEFONEUSE Design valid for use only with MRe& connectors. This design Is based only upon parameters shown, and Is for an IndNldual buiding component, not a buss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulldingdeagn. Bracing Indicated is to prevent Wailing of Individual uussweb and/or chord members only. Addiilonai 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 fabdeation. storage, delivery. erection and bracing of frumps and truss systems, seeANSVIPII Qua Bly CdIeAa, D5549 and BCSI Building Component 6904 Palle East Blvd.SW.ty Informatbnovaiiable from Truss Rote InsflMe, 218 N. Lae Sheet,Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 1633422 -Myers Res. T15994473 1633422 T23 Hip 1 1 Job Reference (DOCona0 Builders rlrst6ource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:01:41 2019 Page 2 ID:xolophtSP7tZzAOvtoNNJmn HoW-myyCENGB=FWmnCPZkBnC2L5igOiHXxnctobfzMmu LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-11=-54, 11-15— 54, 1-15=-20 Concentrated Loads (lb) Vert: 7=-75 9=-75 QWARNING-Verllydeslgn0arametersand READNOTES ON THOMDWCLUDEDMmEKREFEBANCEPAGEM674mmv 1Dt144015BEFORE USE Design valid for use only with MBe& connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Inamorata this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual fuss web and/or chord members only. Additional temporary and bracND MiTek' permanent Is always required for stability and to prevent collapse with possible persond Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of fusses and truss systems seeANS171P11 CuailMyy Canada, DS549 and BCSI Building Component 69U Parke East Blvd. Safety Infcrrnallor ovoiitute. oble from Teas Plate Inst218 N. Lee Street Suite 31Z Alexandria VA 2231 A. Tampa, FL 33610 Job Truss Truss Type ON Ply 1633422 - Myers Res. T15994474 1633422 T24 Hip 1 1 Job Reference (optional) builders nrslbource, VIM clry, I-L J3bbb 5.00 rl2 5x6 i 6.ZZU S NOv 16 2U16 MI I OK InCMtneS, Inc. I au Jan lU 16U1:4J ZVl e I 7x10 = a4 \\ 7x10 = 3x6 2x4 // 3xG 5x6 C 5 6 7 B 9 10 11 12 Scale = 1:105.1 5 26 25 24 23 27 22 21 28 29 20 30 19 18 17 16 ST1.5x8 STP= 7x10 = 5x6 = Sx12 = 502 = ST1.5x8 STP= STI.5x8 STP= 3x8 II 5.6 = 7xl0 = 3xB II 2-0 E0.CO 24)0 124E 15-0a 2a9-0 3a-).0 45id 40d0 eSaO aegL zll ta41u Fiaa I rasa o-tao I lo-eo z.e-o 104a o- Plate Offsets (X Y)-- [2:0-3-0 0-3-4] [5:0-6-0 0-3-87 [11:0-6-0 0-3-8] [14:0-3-0 0-3-41, [16:0-4-12 0-1-8] [17:0-3-e 0-4-81 [25:0-3-e 0-4-81. [26:0-4-12 0-1-8] LOADING (pal SPACING- 2-0-0 CSI. DEFL. in (Joe) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.27 22 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.4422-24 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(CT) 0.06 16 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matril Weight: 440 lb FT=20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-25,12-17,5-24,11-18:2x4 SP No.1, 5-22,11-20:2x4 SP No.2 REACTIONS. (lb/size) 26=1811/0-8-0, 17=2762/0-8-0, 16=41/0-8-0 Max Horz 26=119(LC 16) Max Uplift 26=-731(LC 8), 17=-1024(LC 9), 16=-263(LC 23) Max Grav 26=1811(LC 1). 17=2762(LC 1). 16=81(LC 24) BRACING - TOP CHORD Structural wood sheathing directly applied or3-4-5 oc pudins. BOT CHORD Rigid ceiling directly applied ors-7-0 oc bmcing: WEBS 1 Row at midpt 2-25, 14-17 2 Rows at 113 pts 11-20 FORCES. (lb) - Max. CompJMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-610/345, 2-4=-2780/2152, 4-5=-2610/2209, 5E=-2935/2362, 6-7=-2935/2362, 7-9=-2615/2043, 9-10= 2232/1837,10-11=2233/1836,11-12=-156/322,12-14=-591/1048 BOT CHORD 1-26=-418/628, 25-26=-41B/628, 24-25=-1710/2460, 22-24=-1542/2385, 20-22>1529/2615, 18-20=85/250, 17-18=-924/780 WEBS 2-26- 1552/1625,2-25=-1298/1841,4-24=-220/366, 6-22= 710/816,10-20=-452/608, 12-18=-1164/1987,12-17=-2462/1957,14-17=-989I820,14-16=-1/437, 5-22=-355(785, 5-24=-323/4C6, ll-20=-1824/2600, 11-18- 1629/1108,7-22=-652/657, 9-20=-787/421 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-secondgust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18H; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ('BCSI'), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water pending. 5) All plates are 4x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 7) • 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, with BCDL=10.Opsf. a) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 731 Ib uplift at joint 26, 1024 lb uplift at joinTlTand 263It,uplift atjoint -l6.--- -- - -- -- - ----- 9)'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 -_ Ioaquin Valet PE No.68182 MITek USA, Inc. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33610 Data: January 11,2019 O WARNING- Vedly deafgn parameters and BEAD NOTES ON MIS AND WCLUDED MBEK RUENANCE PAGE M67473 rev. 10AK32015BEFOBEUSE. Design valid for use only wah MnekOconnectors. This design is based only upon parameters shown, and is for on lncMdual building component, not a truss system. Before use, the building designer must verify the applicability of deslgn parameters and properly Incorporate this design Into the overall ■�.Y6� building design. Bracing Indicated is to prevent buckling of individual huss web and/or chord members only. Additional temporary and permanent bracing M!Tek' b always required for stobllify and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobticallon, storage, deWery, erection and bracing of humps and truss systems. seeAN91/IPII Quality Chub, D5B49 and BC51 Balding Component 6904 Parke East Blvd. SohN Urformptbrtwoiloble hem Truss Flute InsnlNe, 18 N. We Sheet Suff. 312. Amoral VA 22314. Tampa, FL 33810 Jab Truss Truss Type Oty Ply 1633422 - Myers Res. T75994474 1633422 T24 Nip 1 i Job Reference (optional) BWlders FirstSource, Plant City, FL 33566 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-11=-54, 11-15=-54, 1-15= 20 Concentrated Loads (Ib) — Vert: 7=-75 9=-75 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:01:43 2019 Page 2 ID:xolopMSP7tZzACvtoNNJmzxHo W-IL4yebm WjEAzm3xb)(_nfsd8hmV MXACJ EFwMuf VzMms Q WARNWG-Vedlydasignparamerenend READNDTES ON TIRANDWCLUDEDMREKREFERANCEPAGEM674MSre.. 16NYI01SBEFORE USE Design valid for use only with Mrek® connectors. This design B based only upon parameters shi and b for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into me overall bulldhipcedgn. Bracing Indicated is to prevent buckling of Individual trussweb and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for s1ci and to prevent collapse with pos4ble personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and tetra systems. seeANSUIPI I Guaft CrBedo. DSM and SCSI Building Component 690,1 Parke East Blvd. Safety InfOmlp6prpvalloble from Truss Rate Institute, 218 N. Lee Street, Suite 31Z Alexandria. VA 22314. Tampa, FL 33610 Job Truss Thus Type Dry Ply 1633422 -Myers Res. T15994475 1633422 T25 Hip 1 1 Job Reference (ootienal) ouuoers lumMource, ram uly, rL JJaab b.zZU s NOV lb zula MI iex Inauslnes, inc. I nu Jan 1U 1b:U1 A4 2u1a rage 1 ID:xolophtSP7tZzAOvtoNNJmzxHoW-fkBj3GonErRg7N5wPp712D1JJ1 Ae5U0Er7kRzMmq 31-2-0 29 12-0-0 W. 1a&10 259-0 292-0 3p2 3L7441-0e R-0-0 4 -0,a 58-0-0 60-0-0 1 z-a-d 1 1�Bi] aa-10 1 sss 1 33�1 a-sb 1 sa-io�eb locoo� oa Scale = 1:103.1 3.6 II 6x8 = 5.00 12 3 4 2x4 II 2x4 \\ 3.6 11 4x6 = 46 =2x4 Q 2x4 11 7x10 = 6X8 = 5 6 7 B 9 10 11 12 13 Ilamih Lol. Pe 'Air 19imom, 4x6 = 26 25 20. 23 22 21 27 20 19 18 17 16 4x6 = ST1.5x6 STP= 8x10 = 4xG = 5x6 = 5x8 = 4x6 = 5xB = Sx6 = ST1.5x8 STP= STI.5xB STP= 3xB II 4x6 = Bx10 = axe II 2t-0 fie -0 2-0U 12-0-0 5-0 W E 240 { e-3100 6-0 I aEO 6IN% � 0-0-0 2-0 Plate Offsets (X1)— [1:0-3-5,0-0-10], [2:0-0-0,0-3-4], [3:0-4-12,0-0-81, [11:0-5-0,0-4-8], [13:0-4-12,0-0-8], [14:0-3-0,0-3-4], [16:04A2,0-1-8], [17:0-5-0,0-4-12], [25:0-5-0 ,0-4-12][26:0-4-120-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.28 22-23 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Ven(CT) -0.41 20-22 >999 240 BCLL 0.0 ' Rep Stress ]nor NO W B 0.98 Horz(CT) 0.06 17 rVa . n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 4431b FT=20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-25,12-17: 2x4 SP No.1 REACTIONS. (lb/size) 26=1733/0-8-0, 17=3151/0-8-0, 16=-269/0-8-0 Max Hom 26=103(LC 12) Max Uplift 26=-720(LC 8), 17=-1221(LC 9), 16=-566(LC 23) Max Grav 26=1735(LC 23), 17--3151(LC 1), 16=132(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-1 oc bracing. WEBS 1 Row at midpt 2-25, 11-20, 12-19, 14-17 FORCES. (I s) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 576/321, 2-3=2640/2023,.3-4=-2616/2381, 4.5=-2897/2361, 5-6=-2984/2306, 6-8— 2984/2306, 8-9=2637/1998, 9-10=-2044/1605, 1D-11=-2044/1605, 11-12=-633/669, 12-13=-531/1479,13-14=-1069/1687 BOT CHORD 1-26=-394/597, 25-26=-394/597, 23-25=-1492/2272, 22-23=-1916/2897, 20-22=-1552/2637,19-20=-224/633,17-19— 1311/1169 WEBS 2-26=-1495/1570, 2-25=-1204/1743,3-25=-499/960,4-25=-765/505, 4-23=-561/923, 5-23=-477/382,6-22=-466/491,11-20=-1228/1859,11-19— 1607/1268,12-19=-1845/2562, 12-17=-2098/892,13-17=-1029/1354,14-17=-146B/1182, 14-16=3/678, 8-22=-564/640, 9-20=-1087/720 NOTES- (8) 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=18tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ('BCSI'), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/archi[ect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10.0 pat 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 lit between the bottom chord and any othermembers, with BCDL= 10.Opsf. - — 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7201b uplift at joint 26, 1221 Ib uplift at joint 17 and 566 Its uplift at joint 16. 8)'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.' _ - __ Jaaquin.VelezPELo.66162__ INTO USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 O WARNING -Verify desfgn parameters end READ NOTES ON TN/SAND MCLUDEDIVIEKREFERANCEPAGEM6747Jrev. 1,3632015BEFORE USE �■�' Design valid for use only with Mael,® connectors. This design is based only upon parameters shown, and is for on Ind vIdual building component. not a truss system, Before use, the bulltling designer must verlfy the opplicabillty of design parameters and properly Incorporate this design Into me overall bulldingdesign. Bracing Indicated Is to prevent buckling of indMdual irars web and/or chord members only. Addlflonai ternwory and permanent bracing b always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me MiTek' fobrlcalam storage, delivery, erection and bracing of bursas and tuns systems. seeANal/IPII Gua6Criteria, D96-09 and BC9 Building ComponentSafetyN 69" Parke East Bind. brg /prmatva0able from Tuns Plate InstlMe. 218 N. Lae afre6t Suite 312 Alexantlrla, VA 22114. Tampa, FL 33610 Job Truss TypeOty Ply 1633422 - Myers Res.T75994475 THp� 1633422 T25 1 1 Job Reference (optional) Hu9ders FIrs(Source, Plant Gity, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:01:45 2019 Page 2 ID:yolophtSP7t71AOvtoNNJmz HOW-ikBj3GonErRg?NSnPp7.,QD1JJlAe5U0Er?kRzMmq LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-12= 54, 12-15=54, 1-15=-20 Concentrated Loads (lb) Vert: 8=-75 9=-75 Q WARNING-Vedlydeslgn Peremetereand BEAD NOTES ON WISANDINCLUDEDMIFEKBEFEMNCEPAGEM67I .v. FeDUQUI5BEF0NE USE Design valid for use only with Mgek®connectors. ri design is based only upon parameters shown, and is for an lndNidual bullding component not a fuss system. Before use, the building dedgner must verity the applicability of design parameters and properly Incorporate this design Into me overall buildingdeslgn.&ocing indicated is to prevent buckling of Individual bussweb and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with poalbie personal injury and property damage, For general guidance regarding the fobricaBon, storage, all erectlon and bracing of trusses and Mas systems, sesANSWIl ll Gualtly C6114idn, DSSd9 and BCSI Bultlbp Compan"t 6904 Perim East Blvd. Saby Inlormolbmvailoble from Truss Rate Institute, 218 N. tee SUeet. Sage 312. Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Oty Ply 1633422-Myers Res. T15994476 1633422 T26 Hip 1 1 Jab Reference o tional Builders FrstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:01:46 2019 Page 1 ID:xolophtSP71ZzAOvtoNNJmuHoW-7w15HcpP?9ZXdXgAC7KMTFmE6jQ1 Na9gxubZGtzwimp 31315 2-0-0 11-00 L6e 1888 259-0 28.9-1 30-2-0 3C4-0 4139 0e0-0 4/ S9-0O 60 x-0 z-0-0 a-e-0 51 sea 3n3� 3A1 fia-e I sB-B sa-0 1-015 Scale = 1:108.1 5.00 12 5x6 =6xB = 3 4 6x8 — 2x4 II 2x4 // 2x4 \\ 2x4 11 5x6 = 6 7 B 9 10 11 /2 13 14 MIME 27 26 25 24 ST1.5x8 STP= 8x10 = 5x6 = 23 22 5x8 = 5x6 = 28 21 20 19 18 5xB = 5x6 = STI.5x8 STP= Bx10 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Wall L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Ven(LL) 0.34 23-24 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.51 23-24 >999 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.88 Horz(CT) 0.06 17 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x6 SP M 26 *Except* 1-3,14-16: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* _ 19-22,22-25: 2x6 SP M 26_ WEBS 2x4 SP No.3 `Except* 4-26,4-24,5-23,12-21,13-20,13-18: 2x4 SP No.2 REACTIONS. (Ib/size) 27=1797/0-8-0, 18=2843/0-8-0, 17=-25/0-8-0 Max Horz 27=88(LC 16) Max Uplift 27=-768(LC 8), 18=-1126(LC 9), 17=-402(LC 23) Max Grey 27=1797(LC 1), 18=2843(LC 1), 17=42(LC 10) S // 17 STI.5x8 STP= 6a-0-0 SeOD 68,¢0 i 10Q0 6 zoo PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 4161to FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc pudtns. BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing. WEBS 1 Row at midpt 2-26, 4-24, 12-21, 13-20, 15-18 FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) Or less except when shown. TOP CHORD 1-2=-457/221, 23= 2823/2180, 3-4=-2523/2137, 4-5=-3668/2942, 5-7= 3803/2934, 73= 3803/2934, 8.9>3462f2646, 9-10=-2853/2260, 10-12=-2853/2260, 12-13=-1130/1144,13-14=-371/1216,14-15=-554/1330 BOT CHORD 1-27=-267/451, 26-27=-267/451, 24-26=-1759/2523, 23-24=-2564/3668, 21-23=-2268/3462,20-21=-766/1130,18-20=-1216049 WEBS 2-27= 1499/1573,2-26=-1500/2083,4-24=-978/1492, 5-24=-701/565, 5-23=0/265, 7-23=-477/494,12-21=-1358/2109, 12-20=-1474/1120,13-20=-1842/2694, 13-18=-2480/1941,15-18=-1208/804,15-17=0/487,8-23=-512/635, 9-21= 1116/684 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opst h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling; Installing & Bracing of Metal Plate Connected Wood Trusses ('BCSI'), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. —6)-All plates are 4x6 MT20unlesaother ise indicated. --- - - - - -- ---- - - 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7681b uplift at joint 27, 1126 lb uplift at joint 18 and 402 lb uplift at joint 17. -F __ Joaquin9elez PE lio.68162_ _ __ MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 11,2019 Q WARNWG-V.Hfydes/gnperemetenend READNOMSONTH6ANDWCLUDEDMn KREFERANCEPAGEMLL7M.3 .. faMIA291SBEFOREUSE Design volid for use only with Meek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not � a truss system. Before use, me building designer must verity the appllmbllity of design parameters and properly incorporate this design Into the overall bulldingdeslgn. Bracing Indicated Is to prevent bucking ofIndividual hussweb and/or chord members any. Additional temporary and permanent bracing MiTek' Is always requhed for stability and to prevent collapse win Possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of hums and truss systems. WANSUIPD Quality CrBnb. DS1189 and BCSI Building Component 690 . Pa*e Easl Bind. Sably Inlotmolbmvalioblenam Truv Plate InStIMe, 218 N. Lee sheet Suite 312 Alaxoncirio, VA 22314. Tampa, FL 33610 Job Thus Truss Type Oty Ply 1633422 - Myers Res. T75994476 1633422 T26 Hip 1 1 Job Reference o tional owmern numeurce, nam Idly, rL adebb U.al) s Nov 162019 MI I all Industries, Inc. I nu Jail 1016:01:46 2019 Page 2 ID:xolophtSP7tZxAOvtoNNJmzd-IoW-7w15HcpP?9ZXGXgAC7KMTFmE6jO1 Na9gxubZGtzwimp 10) "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 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-3=-54, 3-14=-54, 14-16_ 54, 1-16=-20 Concentrated Loads (lb) Vert: 6=-75 9=.75 AWARNING -UnityLesfgnperemefereaadRERDNOTES ONMIS AND INCLUDED IITEKR£FENANCEPAGEMa74Mrev.loall oltrBEFOREUSE Design valid for use only With Mpek® connectors. This design U based only upon parameters shown, and 6 for an Individual building component, not a truss system, Before Use, the bullding designer must verify the appllcabllity, of design parameters and properly Incorporate this design Into the overall bulidingdeslgn. Bracing Indicated Is toprevent trucking oflndNldualhues web and/or chord members only. AddlBonaltempotoryandpenoanentbrocing Is always required for stoblllty, and to prevent collapse With passible personal Injury and properly damage. For general guidance regarding the fabrication. storage, delivery, election and brocing of trusses and truss systems seeANS171P11 Cuapls. Criteria, DSB49 and BCSI Balding Component 9abfy Nformolbfgvailoble from Truss Plate Institute, 218 N. Lee Street Suts 312, Alexandria, VA 22314. MiTek' 69" Parka East BNd. Tampa, FL 33610 Job Truss Type Oty Ply 1633422-Myers Res. THIP T15994477 1633422 T27 irder 1 2 Job ReferReference(optional) �_•••- ••a •��y, ��=w 0.2m5w0v 02n10Muex1flau5mes,mc. Inuuan1u1o:m:ouzule rages I D:xolophtS P7t771AOvtoNNJmzxHoW-mEUdojywBr3g3NbTveVAmFNSVZgBzRRNVBhAzwimd 31 8-a 209-0 2&)�0 2 344-0 41-2-9 40-0-0 6i-0 fib 2-4-0 68-0 e'6c 8310 2g6B 1'E0'1FT 6J-9 &9-7 s 6-Ba 2d11 Scale =1:103.1 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 5.00 12 7x10 = 6k8 = 3z6 II 3x6 // 3x6 O 3x8 II 6x8 = 5x8 = 3 27 28 29 430 31 532 633 734 8 35 9 36 1W 38 11 39 40 12 41 132 5 26 25 43 24 44 45 2346 47 48 49 22 5021 51525d 5320 5556 57 19 58 18 59 6b7 62 61 63, 16 ST1.5x8 STP= 6z8 = Sz8 = 5x8 = 5z6 = ST1.5z8 STP= STl.Sxe STP= 3x8 II 4x10 MT20HS= 7x10 = 2x4 II 244 G6C-0 2-09 &0-0 175d 259-0 30.]-0 41-29 40-00 51.4-0 fi0-0-0 50 -0 2-0O BE-0 B-S6 0-3-10 0-1D0 6-]-9 FS] 3A0 60O ad-0 Plate Offsets (X,Y)— 11:0-3-5 0-0-101 13:0-6-4 0-3-81 15:0-0-0 Edger f10:0-4-0 Edael 113:0-3-0 0-0-41 117:0-5-0 0-0-4] 125:0-0-e 0-3-0] 126:0-4-4 0-1-81 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(L-) 0.51 22-23 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.5522-23 >990 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.08 16 n1a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 839 lb FT=20% LUMBER- TOP CHORD 2x6 SP M 26'Except' 5-10: 2x8 SP 24OOF 2.0E BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* -.-..2-26,12-17,14-16: 2x8 SP 2400F 2.OE, 11-20,12-19: 2x4 SP No.2 REACTIONS. (lb/size) 26=3163/0-8-0, 17=4834/0-8-0, 16=66/0-8-0 Max Horz 26= 72(LC 9) Max Uplift 26=-2218(LC 4), 17=-3407(LC 4), 16=-370(LC 28) Max Grav 26=3163(LC 1), 17=4848(LC 19), 16=341(LC 15) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purtins. BOT CHORD Rigid ceiling directly applied orb-0-0 oc bracing. FORCES. (lb) - Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-701/510, 2-3=-5347/3882, 3-4=-8532/6278, 4-6=-9530/6994, 6-7= 9522/6985, 7-8=.8742/6486,8-9= 7458/5526, 9-11=-7466/5535, 11-12=-3692/2868,12-13=-483/1126, 13-14=-524/1166,14-15=-291/169 BOT CHORD 1-26=-496/702, 25-26=-550/702, 23-25=-3457/4940, 22-23=-6135/8532, 20-22=-6348/8742,19-20=-2723/3692,17-19= 1126/625, 16-17=-251/353, 15-16=-251/353 WEBS 2-26=-2840/2038,2-25=-3058/4197,3-25=-368/472,3-23=-2948/4089,4-23=-1327/1195, 4-22= 790/1110, 6-22— 1053/934,9-20=-210/316,11-20=-3078/4360,11-19=-2528/1953, 12-19=-3830/5401, 12-17=-4164/3179,14-17= 1412/839,14-16=-148/503, 7-22=-785/1251, 8-20=-2045/1520 NOTES- (13) 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x8 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 cc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASIDE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1Bit; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general —handling and-erectlon guidance, -see Guide to Good Practice for Handling- Installing -&Bracing of Metal- Plate Connected Wood --- Joaquin.Velez PE No.68182_-___ Trusses ('BOB I'), jointly produced by WTCA and TPl. For project specific guidance, consult with project engineer/architectlgeneml MTek USA, Inc. FL Carl 6634 contractor. MITek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6904 Parke East Blvd. Tampa FL 33610 6) Provide adequate drainage to prevent water ponding. Date: 7) All plates are MT20 plates unless otherwise indicated. January 11,2019 8) All plates are 4x6 MT20 unless otherwise indicated. QWARNING-Vedfydeslyn paraMhvv end R&4DNOTES ON TR/SAND WCLUDEDMmEKREFERANCEPAGE M674M.x.r llXWD15BEFORE USE Design valid for use only wllh MIN connectors. lh6 design Is based only upon parameters shown and Is for an Indiv d.-I bundling component not ��- a:. system. Before use, the builtling a gner mustvent, the appllcablllN or design parameters and propeey Incorporate Mis design Into the overall bulltling de sign. Brocinglndlcafed is to prevent bucB goflndlvldual hussweb and/or chord members only. A d"analtemparaiy and permanent bracing MiTek' a alwaysracdred for stabilityantl to preventcdl.psa with posdbl. personal lnJury antl propertytlam.go For goner., gultlance mgartling the fabtico8ort storage, tlelNery, emc8on.ntl br.dng of k,., and truss systems, seeANSU1PIl Dua0y CM�M, DS6-09 antl SCSI 6Wdhp Cone n.m 69N Parke Eesl Blvd. Sabi, InfomlDlbmvolloble fiom Trust Rate Insl.. 218 N. Lee SUeet. Suite 312 Alexontlrl.. VA 2214. Tampa, FL 33610 Job Truss Truss Type Oty Ply 1633422-Myers Res. T15994477 1633422 T27 Hip Girder 1 2 Job Reference o tional binlaers Firstbource, Plam city, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 16:01:58 2019'Page 2 NOTES- (13) D:xolophtSP7tZzAOvtoNNJmzxHoW-mEUdojywBr3g3NbTveVAmFN5VZgBzRRhIVBhAzW and 10) ' 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22181b uplift at joint 26, 3407 lb uplift at joint 17 and 370 lb uplift at joint 16. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289 lb down and 433 lb up at 9-0-0, 98 lb down and 162 lb up at 11-0-12, 98 lb down and 162 Ib up at 13-0-12, 98 Ib down and 162 Ib up at 15-0-12, 98 lb down and 162 lb up at 17-0-12, 98 lb down and 162 lb up at 19-0-12, 98111 down and 162 lb up at 21-0-12, 98 lb down and 162 Ib up at 23-0-12, 98 Ib down and 162 lb up at 25-0-12, 98 lb down and 162 lb up at 27-0-12, 98 Ito down and 162 lb up at 29-0-12, 98 lb down and 162 Its up at 30-2-0, 98 Its down and 162 Its up at 31-3-4, 98 lb down and 162 Its up at 33-3-4. 98 lb down and 162 Ito up at 35-3-4, 98 lb down and 162111 up at 37-3-4, 98 lb down and 162 lb up at 39-3-4, 98 lb down and 162 lb up at 41-3-4, 98 lb down and 162 It, up at 43-3-4, 98 lb down and 162 Its up at 45-3A, 98 lb dawn and 162 Its up at 47-3-0, and 98 lb down and 162 Ib up at 49-3-4, and 289 Its down and 433 lb up at 51-4-0 on top chord, and 174111 down and 67lb up at 9-0-0, 73Ib down and 26Ib up at 11-0-12, 73Ib down and 26Ib up at 13-0-12, 73Ib down and 26Ib up at 15-0-12, 73Ib down and 26Ib up at 17.0-12, 73Ib down and 26Ib up at 19-0-12, 73Ib down and 26Ib up at 21-0-12, 73Ib down and 26 Ib up at 23-0-12, 73Ib down and 26Ib up at 25-0-12, 73Ib down and 26Ib up at 27-0-12, 73Ib down and 26 Ib up at 29-0-12, 73Ib down and 26Ib up at 30-2-0,.731b down and 26 Ib up at 31-3A, 73Ib down and 26 Ib up at 33-3-4. 73Ib down and 26 Ib up at 35-3-4, 73Ib down and 26Ib up at 37-3-4, 73Ib down and 26 Ib up at 39-3-4, 73Ib down and 26 Ib up at 41-3-4, 73Ib down and 26Ib up at 43-3-4, 73Ib dawn and 26 Ib up at 45-3-4, 73Ib down and 26Ib up at 47-3-4, and 73Ib down and 26Ib up at 49-3-4, and 174 Ib down and 67 Ib up at 51-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) "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 1) Dead +Roof Live (balanced): Lumber Increase=1._25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=-54, 3-13=-54, 13-15=-54, 1-15=-20 Concentrated Loads (Ib) Vert: 3=-242(F) 5=-98(F) 13=-242(F) 25=-89(F) 11_ 98(F) 19=-42(F) 10=-98(F) 7=-98(F) 8=-98(F) 27=-98(F) 28>98(F) 29= 98(F) 30=-98(F) 31=-98(F) 32=-98(F) 33=-98(F) 34=-98(F) 35=-98(F) 36=-98(F) 37=-98(F) 38=-98(F) 39=98(F) 40=-98(F) 41=-98(F) 42=-98(F) 43=-42(F) 44=-42(F) 45=-42(F) 46=-42(F) 47=-42(F) 48=-02(F) 49=42(F) 50=-42(F) 51=-42(F) 52=-42(F) 53=-02(F) 54=42(F) 55=-42(F) 56=-42(F) 57=-42(F) 58=-42(F) 59=-42(F) 60=-02(F) 61=-02(F) 62=-42(F)- 63=-89(F) ,&WARNING-Ved/ydroB.Pamoreferaand REAONOTES ON MISANONCLUO£OMR KNEFENANCEPAGEMb7n mre. 14NY10159EFONE USE Design valid for use only with Mi connectors. This design n based only upon parameters shown, and Is for on Individual building component not a hum system. Before use, the building designer must verity the appplicablliry of tlesign parameters and properly Incorporate this design Into Me overall bulldrigc1 ign. Bracing Indicated Is to prevent bucking of hall dual hum web and/or chord members only. AtldlSonaltemporary and permanent bracing MiTek' acilrea lredforstabilityandtopreventcollapsewithpossiblepersondinluryandpropertydamage. For general guidance regarding Me fabrication, storage. delNery, erection and bracing of humes and truss systems seeANS91PI1 QuaMy,&DAM, D37149 and DCSI Building Component Safety Infanmtbnrvailable from Truss Plate 218 69M Parke Said BNd. Tampa, FL 33610 Institute, N. Lee Street. Suite 312. Alexandria. VA 22314. b Truss Truss Type __]Oty Ply 1633422 - Myers Res. r16 T75994478 33422 vol Valley 1 1 Job Reference o tional owiuera ru�rouume, nam Illy, rL 4dabb 8.2L0 S NOV 15 2U18 MI I ek lnduatnes, Inc. hu Jan 1015: 2019 Pagel ID:xolophtSP7tZzAOvtoNNJmzxHoW-E01??3zZx8BhhX9fTL3PV4oaHywMweEbwPElEdzwimc Scale = 1:28.2 46 = 3 .o 0 3x4 i 9 8 7 6 3x4 C 2x4 II 3x4 = 2x4 II 2x4 II 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 Mor YES Code FBC2017ITP12014 CSI. TIC0.24 BC 0.22 INS 0.12 Magill DEFL. in Ve artn/a Ved(CT) n/a Hoa(CT) -0.00 (too) Vdefl Ud - n/a 999 - n/a 999 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 61 Its FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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 bearings 17-6-13. (Ib) -- Max Horz 1=64(LC 16) Max Uplift All uplift 100 Ib or less at joint(s) 1, 5,7 except 9=-225(LC 12), 6=-225(LC 13) Max Gmv All reactions 250Ib or less at joint(s) 1, 5, 7 except 9=358(LC 23), 6=35124) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=-257/395,4-6=-257/395 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuli 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1 Blt; Cat. II; Exp C; Encl., GCpi=0.1 B; MWFRS (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 nonconcunent 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 1001b uplift at joint(s) 1, 5, 7 except (jt=1b) 9=225, 6=225. 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.° 6904 Parka East Blvd. Tampa FL 33610 Date; January 11,2019 QWARNWG-Veritydeslgn Ca/ametersand RE DNGTESONTNISANDMCLUDEGMREKREFERANCEPAGEM674nS v.1dD42015BEFGREUSE Design valid for use only with MBeisO 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 all parameters and properly Incorporate this design Into the overall buildingdeslgn. Bracing Indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing Is always required for stall and to prevent collapse with posslble personal Injury and property damage, For general guidance regarding Me fabriopton, storage, delivery, erection and bracing of trusses and fruit systems, sesANS"ll GualBByy Cdhda; DSB49 and SCSI Building Component Bsformationavolloble from Truss Plate Institute, 218 N. Lee Sheet Suite 312. Alexandria, VA 22314, MOW 69N Parke East Blvd.Sat.ty Tampa, FL 33610 r r9 Job Truss Oty Ply 1633422 - Myers Res.T75994479 T=.8yT_yep 1633422 V02 1 1 Job Reference (optional) Duimers rnswuurce, rlam Uny. VL dJbbb a 0 0 4x6 = 3 8.220 s Nov 16 2018 MITek lnduMnes, Inc. I hU Jan 10 16:U2:U0 2D18 Pagel ID:xolophtSP7tZzAOvtoNNJmn HoW.icbODP_BiSJYlgksO3ae2CLiIMBAf4xk93_lm3zwimb Scale=1:36.6 3x4' 9 8 7 6 3x4 O 2x4 II 314 = 2.4 II 2.4 II a 6 LOADING (pso SPACING- 2-M Cat. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL). Na - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.15 Hom(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/iP12014 Maull Weight: 771b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 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. REACTIONS. All bearings 21-6-13. (Ib)_ Max Horz 1= 79(LC 13) _ Max Uplift All uplift 100 Ib or less at joint(s) 1, 5 except 9=-299(LC 12), 6=-299(LC 13) Max Gmv All reactions .250Ile or less atjoint(s) 1, 5, 7 except 9=480(LC 1). 6=480(LC 1) FORCES. Ila) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=-033/513,4-6=-333/513 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Va d1=124mphlTCDL=4.2psf; BCDL=3.Opsf; h=18tt; Cat. II; 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 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 20.0psf 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 1001b uplift at joint(s) 1, 5 except (jt=lb) 9=299, 6=299. 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.' MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 11,2019 Q WARNING- Verity design Parameters and READ NOTES ON TNISANO/NCLUOEDMITEKREFERANCEPAGEM679T1 ree 1611301015HEFOREUSE Design valid for use oNywim MITeI® connectors. This design 8 based only upon parameters shown, and Is for an IndNldual building component, not a truss system. Before use, Me building designer must verify the applicability of design parameters and properly incorperale this design Into the overall buildingdeslgn. Bracing Ind cured Is to prevent buckling ofIndividual MuAs band/or chord members only. Additional temporary and permanent bracing B 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, seeANSUM11 Quality Cbtlrb. DS649 and BCSI Building Component Safety mformationavalloble from Truss Plate Iratm e. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. MiTek' 69M Parke East BNd. Tampa, FL 33610 Job Truss Truss Type Cry Ply 1633422 - Myers Res. T75994480 1633422 V03 Valley 1 1 Job Reference fop['onah ...ecru rnarawr , rlanr lay, IL JJbbb 6.ZZU a NOV lU ZUIU MI I ek lnaUStnee, InC. Intl Jan lU 1b:UZ:UI ZUl9 d d 46 = 3 Scale = 1:41.0 3x4 G 9 10 3 7 11 6 3x4 C 2.4 II 3x4 = 2x4 II Zx4 11 -b d LOADING i TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip.DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.53 BC 0.30 WB 0.18 Matrix-SH DEFL, in Vert(LL) ala Vert(CT) n/a Horz(CT) 0.00 floc) Vdefl Ud - n/a 999 - n/a 999 5 n/a Fits PLATES GRIP MT20 244/190 Weight: 911b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 25-6-13. (lb) - Max Harz 1=-95(LC 13) Max Uplift All uplift 1001b or less at )olnt(s) 1, 5, 7 except 9= 337(LC 12), 6=-337(Lc 13) Max Grav All reactions 25D lb or less at joint(s).1, 5 except 9=535(LC 23), 6=535(LC 24), 7=470(LC 2) FORCES. (Ib) - Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=-383/590, 4-6=-383/590, 3-7=-260/197 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope). and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcunent with any other live loads. 5) • This truss has been designed for a live load of 20.0li on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 5, 7 except (jt=lb) 9=337, 6=337. 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 RE No.68182— - MiTek USA, Ina. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33810 Date: January 11,2019 AWANNWG-VerlrydeslgnpenmefereandflEAONOTESONMISANOINCLUDED MREKREFERANCEPAGEMUV47arev.l000dsa16BEFOREUSE Di vcdld for use only Win MOek®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 Is always required for stability and to prevent collapse with possible persona inlury and property damage. For general guidance regarding Me fabrication. storage, delivery, erection and bracing of trusses and truss systems. weANSVrpll Quolpy Ciffori OSB-89 and l3i Suldi Component Sobly Inlorma6orlw ,liable from Truss Rate institute. 218 N. Lee Steel. Surle 312. Alexandria, VA 22314. �■' ■■ MiTek' 69M Pahe East Blvd. Tampa, FL 33810 Symbols PLATE LOCATION AND ORIENTATION 14- 13 /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 0-14' from outside edge of truss. This symbol indicates the required direction of slots In connector plates. 'Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated symbol shown and/or by Text in the bracing section of The output. Use T or I bracing If Indicated. BEARING Indicates locallon where bearings (supports) occur. Icons vary but reaction section Indicates Joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Bulldingl Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 Of O U 0. O Numbering System I 6-4-8 I dimensions shown in sixteenths scale) III (Drawings not to scale) 1 2 3 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDAETTERED 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 0 of O 0 U a O Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/rPI 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 Failure to Follow Could Damage or Personal Ir 1. Additional stability bracing for truss sy: diagonal or X-bracing, is always requl 2. Truss bracing must be designed by or wide truss spacing, individual lateral t may require bracing, or alternative Tc bracing should be considered. 3. Never exceed the design loading she stack materials on Inadequately brat 4. Provide copies of this truss design to tI designer, erection supervisor, propert all other Interested parties. 6. Cutmembers to bear tightly againste 6. Place plates on each face of truss at joint and embed fully. Knots and wan locations are regulated by ANSIAPI 1. 7. Design assumes trusses will be suitably the environment in accord with ANSI) 8. Unless otherwise noted, moisture cant shall not exceed 19%at time of fabric 9. Unless expressly noted, this design Is n use with fire retardant, preservative in 10. Camber Is a non-structural considerat responsibility of truss fabricator. Genes camber for dead load deflection. 1.1. Plate type, size, orientation and locali Indicated are minimum plating require 12. Lumber used shall be of the species a In all respects, equal to or better than specified. 13, Top chords must be sheathed or purlir spacing Indicated on design. 14. Bottom chords require lateral bracing or less, if no ceiling Is Installed, unless c 15. Connections not shown are the respo 16, Do not cut or alter truss member or plr approval of an engineer. 17. Install and load vertically unless Indite 18. Use of green or treated lumber may p environmental, health or performance project engineer before use. 19. Review all portions of this design (front and pictures) before use. Reviewing p is not sufficient. 20. Design assumes manufacture In acco ANSI/TPI 1 Quality Criteria. Pety Notes use Property em, e.g. ad. See BCSI. engineer. For aces themselves en and never ,d trusses, e building owner and ich other. ach otjoint xotected from PI 1. nt of lumber dlon. t applicable for oted; or green lumber in and is the it practice Is to ,n dimensions ments. d size, and hat provided at it 10 ff. spacing, hervise noted. sibility of others. le without prior ed otherwise. ise unacceptable risks. Consult with back, words :cures alone