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MiTek` RE: M11412 STERLING e E 0 0 �� W iF p O wV V ® Ila- Site information: Customer: Wynne Development Corp Project Name: M11412 Lot/Block: Model: STERLING Address: unknown City: St Lucie County Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 336104115 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T19884578 a 4/14/2020 2 T198845 a1 4/14/2020 3 T19884580 a2 4/14/2020 4 T19864581 81 a3 4/14/2020 FILE COPY 5 T19884582 a4 4/14/2020 6 T19884583 a5 4/14/2020 7 T19884584 ate 4/14/2020 8 T19884585 atb 4/1412020 REVIEWED FOR 9 10 T19884586 T19884587 atc bha 4/14/2020 4/14/2020 CODE COMPLIANCE 11 12 T19884588 T19884589 gra j2 4/14/2020 4/14/2020 /+ ST. LUCIE COUNTY 13 T19884590 j4 4/14/2020 /�/� BOCC 14 T19884591 j6 4/14/2020 15 T19884592, j8 4/14/2020 16 T19884593 ja8 4/14/2020 17 T19884594 k18 4/14/2020 18 T19884595 kjaB 4/14/2020 This item has been electronically signed and sealed by Velez, Joaquin using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision `4441.3 r11114r� based on the parameters provided by Chambers Truss. ����� QU I N VF Truss Design Engineers Name: Velez, Joaquin �%% `J�P'........ G E V SF My license renewal date for the state of Florida is February 28, 2021. Z Florida COA: 6634 No 68182 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 ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly Incorporate these designs Into the overall building design per ANSI1TPI 1, Chapter 2. =-ot � % STATE OF :�441 O 1 Q' iT�T� R 010 ONA, %%%% Joaquin vain PE No.68182 MiTek USA, Inc. H. Carl 6634 6904 Parke Fast Blvd. Tampa Fl. 33610 April 14, 2020 1 of 1 Velez, Joaquin Job Truss Truss Type STERLING • T19884578 M11412 A SPECIAL �Cfty 1 [ly 7 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4.00 12 3a6 \\ Sx8 = Axis = 4x6 = 4.5 = 8.130 s Mar 11 2018 MiTek Industries, Inc. 5xl2MT1BHS = 16 15 °sa - 3x4 = 3 07:54:31 2020 Scale=1:63.0 3x5 = 3x4 = 5.8 = 200 12 4xIO = 410-0 13A-0 19-53 24-0-0 %221 36-0-0 9-10-0 a-fo-o 5.9a 5-af3 1141-0 g.1n-D Plate Offsets KY)- f2:0-0-2,Edgel. [4:0-5.4.0-2-8] [6:0.3-0 Edoe] (8:0-9-00-2-81 f10:D-2-10 Edge] [75:0-1-12 0-2-121 LOADING (Psf) SPACING- 2-041 CSI. DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.73 13-14 >595 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.3413-14 >321 240 MT18HS 244/190 BCLL 0.0 Rep Stress Inv YES WB 0.91 Horz(CT) 0.45 10 mia n1a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(LL) 1.01 13-14 >42B 240 Weight: 161 lb FT-20% LUMBER - TOP CHORD 2x4 SP M 30 •Except• 6-8:2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid Ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (Ib/size) 2=1386/0-8-0, 10=1386/0-8-0 Max Ho¢ 2=-119(LC 10) Max Uplift 2=-846(LC 12), 10=-846(LC 12) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(Ib) prices"mptwhen shown. TOP CHORD 2J=3338/2212, 341=3134r2132, 4-5=344112388, 5-7=5141/3470, 7-8=-6766/4392, 8-9=562913608, 9-10=5945/3856 BOT CHORD 2-16=1989/3129, 15-16=1777/2918, 14-15=2177/3455, 13-14=-0307/5216, 12-13=-3301/5421, 10-12=-3593/5659 WEBS 3-16=527/480,4-16=413/669, 4-15=-535/785, 5-15=.975/733, 5-14=-1198/1876, 7-14=8511667, 7-13=962/1695, 8-13=1260/1909. 8-12=45/349, 9-12=-319/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=12ft; 13=5911; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-7-3. Interior(1) 2-7-3 to 37.0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water contains. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 6) • This buss has been designed for a live lead 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. 7) Bearing atjoint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 846 lb uplift at joint 2 and 846 lb uplift at joint 10. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin val9i PE No.68182 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ® WARNING -Vmgydeslgnpanmetera and READ NOTES ON MIS AND INCLUDED MITEKREFERENCEPAGE MR7473 rev. haVIY1a15BEFORE USE. Design valid for use onlywim Mmek®comedore. This design Is based only upon parameters sbeem, and a Wren harn&W building wmpai not a W. alum. BMOream,Me bdllding cadaver... verify Me BppllWbllly of design pa2mateB and propBMluder,aRle this design Into Ile waraA V buildingdeslgn. BmG glndlratadlaWpmvenlbuWdfnSry ualhussx banNorchardmemWmoNy. Athlone Wmpor mdpmmanmlbrasing MiTek' Is always real flebNy or eand to prevent sullepse Cation p oebie personal Injury and propeaydamege. For general guidamns Meming the fabAcatlon, storage, delve eleMen and bradng of Me90eaM Wee s,mume. ae9 ANSVTPlf Dually ONHNa,DSB-59 and BCSI Building Component Se/ ty lnfonedims curate le from Truss Pima Institute, 218 N. Lea Stated. Suite 312. Alaxandda, VA 22314. 6904 Parke Best Blvd. Tampa, FL 36610 Job Truss Tress Type out Ply STERLING T19889579 M11412 Al SPECIAL 7 1 Job Reference (optional) Chambers Tress, Inc., Fart Pierce, FL 8.130 a Mar 112018 MITek Industries, Inc. Fd Apr 3 07:54:32 2020 Page i ID:kFvnsn9wY4192hG nM3lc6ylJ9g-30HIwDuXoecOVHAOmIKJQ=W_ozCdd83c7jzUUjr �7-0-Q 8£-0 11-10-0 I 18-7d 1 24-2-0 I 28-9d 1 36 12 37-60 -0-0 Bd0 3-0-0 694 5-6-12 4]-0 7-2-12 -M Scale-1:63.0 506 = 341 = 5.6 = Us = 3x4 = 5.6 2.00 = 4x10 c 72 8-8-0 13-8-0 1 1&7-0 1 24E-0 219-0 1 36-M 6.6-D 5-2-0 6.11d 5.1 n.12 did 7-9.17 Plate Offsets (X,Y)- 12:0-0-2 Edge) 18:0-2-10 Edgel f13:0-3-00.3.01 LOADING (psf) SPACING- 2-M CSI. DEFL in (loo) Udell L/d PLATES GRIP TCLL 20A Plate Grp DOL 1.25 TC 0.61 Vert(LL) -0.58 11 >749 36D MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.0711-12 >402 240 MT18HS 244/190 BCLL 0.0 Rep Sbess lncr YES WB 0.55 Hom(CT) 0.40 8 n1a Ida BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.80 11 >541 240 Weight: 163 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SO No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-2 cc pudins. BOTCHORD Rigid ceiling directly applied or 2.2-0oc bracing. WEBS 1Row at midpt 5.13 REACTIONS. Cla/sIze) 2=1386/0-8-0, 8=1386/0-8-0 Max Hoa 2=.141(LC 10) Max Uplift 2=-846(LC 12), 8=-846(LC 12) FORCES. (lb) -Max. CompJMae. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3356/2159, 3-4=3358/2292, 4-5=279SM921, 5-6=4830/3137, 6-7=-5353/3403, 7-8=5962/3751 BOT CHORD 2.14=193513141, 13-14=-1610/2666, 12-13=2399/3926, 11-12=-2400/3924, 10-11=4499/5680,8-10=3492/5669 WEBS 3-14= 404/391, 4.14=507/777, 4-13=-151/409, 5-13=1376/890, 5-11=557/1048, 6-11=1149/1449, 7-11=-641/463 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf, h=12ft; B=59ft; L-368; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-7-3. Intedor(1) 2-7-3 to 37-M zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This Was has been designed fora 10.0 per bottom chord live load nonconcunent with any other live loads. 6) a This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will 6t between the bottom chord and any other members. 7) Bearing atjolm(s) 8 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to beading plate Capable of Withstanding 846 lb uplift atjoint 2 and 846 lb uplift at joint 8. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 3,2020 ®WARNING.Vedfa, design panmerels and READ NOTES ON MIS AND INCLUDED MITEKREFERENCE PAGE MI1d473 rev. hSOM014 BEFORE USE. use Design vast nor oM/wiln MTk®mm eedan. Tints design Is baany upon pvto emerselxOm. and efwen IndMdud buiWing compmenL one e truss system. Before use, 0e bugding designer mug verify Me e ap floablLty ofVesign parameters ON prepedy Nmrporahi design Into me Moran• buldingdesign. Bmongilditated is WpreventbuGiingoflndlvWuWl sswbandlarlwrdmemmmonly. Additonaltempoary and pemunan!bracing WOW aAveye required for deblliry and to pumnintcullapse With possible personal Injury end propertydamage. Fergeneol guldanm mMuctng Iho fabtloatloq atoog..deW.ry,erection and Moore of busses and W.systems,sea ANSUIP11 Quanta, Cdleda, DSB-89 and SCSI Bunding Component 6904rk Palos East Blvd. SayatylNermadon avaaaNe m mTrin Fate hugme, 218 N. Lee Street State 312, Neoudda, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply STERLING T79884580 M11412 A2 SPECIAL 1 1 Job Reference o tional tmamoers I miss, me., Pon Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. 54 = Sx6 = 3x4 = TxOMTieHS = 3 07:54:34 2020 Scale =1:63.0 3X6 = 3.4 II Sx8 = 4%m = 2.00 12 86-0 13-8-0 22-2-0 246-0 28-9d 38-0-0 M-0 5.2-0 8-e-0 2d-0 4-3d Z2d2 Plate Offsets (X Y)— 12:0-06 Edgel [9:0-2-10 Edge] LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (Inc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.55 11-12 >779 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.0311-12 >419 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Ina YES WB 0.72 Hom(CT) 0.39 9 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.7711-12 >564 240 Weight: 16716 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-7-0 no pudins. BOT CHORD Rigid telling directly applied or 2-2-0 cc bracing. REACTIONS. (lb/size) 2=1386/0.8-0, 9=1386/0-8-0 Max Holz 2=163(LC 11) Max Uplift 2=-846(LC 12), 9=-846(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 26=3359/2129, 3-41=2661/1761, 4-5=-2445/1690, 5-6=-3533/2289, 6-7=-3698/2365, 7-8=5359/3351, 8-9=5963/3683 BOT CHORD 2-15=1909/3146, 14-15=-1909/3146, 13-14=1826/3099, 12-03=3016/5125, 11-12=3433/5679, 9-11-3426/5669 WEBS 3-15=0/295, 3-14=-807/566,4-14=-354/620,5-14=-916/581, 5-13=-261/668, 6-13=588/1003, 7-13=2219/1408, 7.12=-113711893, 8-12=628/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4,2psf; BCDL=3.Opsh, h=12ft; B=59ft; L=36ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-7-3, Intedor(1) 2-7-3 to 37-M zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This buss has been designed for a 10.0 psf bottom chord live load noncencunenl 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 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoinl(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 846 lb uplift at joint 2 and 846lb uplift at joint 9. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE Nc.68182 MTek USA, Inc. FL Cart 6634 6004 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ® WARNING -Verify design Paramulers and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE M147473rev. IM12015 BEFORE USE. Design valid Across aNyw,gi MIT" mnnegpe. TNs design W based any upon parameter slam, all is for an individual taking wmpari not Iva is Wss aindBm. Berea... are bailor, dealgner must veMy Ne sppALalci y ordeson gammeten,.0 prapartNWgenno. an, design Into Ne.11 bulldNgdesign. BradngiMlralndietoeventbucklbgofiMlvWuMl ,se band0rc6oNMMWMMly. Addifionaltamporeryandpermanentbrecing MiTek' Is Bacon requlredfor SWNIiy and A prevent cdlapse vAN possAce,s le ponal slurs, and pmpedy damage. Fargeneralgukma eregardingthe kWlmiron.storage, delyery, erectlon and bracing of WssesaM Wusystems,see ANSMIIQually Mfeda.DS"gand BC5l Bufld/ng Component Sefeylaformaaon evalaEla eom Tmu Plato InstiWa, 218 N. Lee Btreet, Buite J12, AlmarWrW, VA 2231d. was Palle East BNd. Tampa, FL Seem Job Truss Truss Type Oty, Ply STERLING ' T79884581 M1:412 A3 SPECIAL 1 1 Jah Reference o tional Chambers truss, inc., roe name. Ft. a1 d 4.00 12 SX6 5x6 = 5.130 a Mar 11 2018 MiTek Industries, Inc. Fa Apr 3 07:54:35 2020 scale: 3/16'=l' 3x5 = 3x4 II 5xe = 4x10 = 200 12 &-0 I 153-n- 2R0.-a2n1 2&94 3a25M &-0 Plate Offsets (XY)— [2:0-1-2 Edgel. [3:04-0D-3-0I [7:030 Edge] [9:0-2-10 Edge] LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in Qoc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) .0.57 11-12 >761 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.0511-12 >410 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) GAO 9 We n/a BCDL 10.0 Code FBC2017ITP12014 Matdx-MS Wind(LL) 0.78 11-12 >551 240 Weight: 167 Ib FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. Qb/size) 2=1386/0-8-0, 9=1386/0-&O Max Horz 2=185(LC 11) Max Uplift 2=846(LC 12), 9=-846(LC 12) BRACING- TOPCHORD Structural wood sheathing directly applied or 2-6-15 oc purling. BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. WEBS IRow at midpt 6-13 FORCES. (lb) -Max. CDmp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3371/2103, 34=2633/1707, 4-5=-2803/1850, 5.6=-2968/1899, 6-8=5371/3290, 8-9=5960/3616 BOT CHORD 2-15=1886/3159, 14-15=1886/3153, 13-14=-1343/2432, 12-13=2958/5146, 11-12=336815675, 9-11=-3362/5666 WEBS 3-15=01306,3-14=-866/626,4.13=-285/671,5-13=-3791702. 6-13=2706/1659, 6-12=1094/1946,&12=-611/435 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psP, BCDL=3.Opsf; h=12R; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1.04 to 2-7J. Interior(1) 2.7-3 to 37-U zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1 SO 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 par bottom chord live load nonconcunent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 9 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8461b uplift at joint 2 and 846 lb uplift at joint 9. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cer16634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING. Vedry design Parameters and READ NOTES ON THIS AND INCLUDED MBEK REF£RENCEPAGEMIF7470 rev. 10/0312015 BEFORE USE. Design valid foruse onlyw M,Tekd)mhmeaton. The dealer, Is basetl oNy upon parerreters stawn, end b reran haMdual buMng mnponent, rat ��• a buss aysam.salon, uas, me building despnar mualvailyDe.,ficabPryofdeslgn paramaare andpapedy incorporate ode design Into the ov var buildingdesign. Br gNdimte istopmv nlbuWngorindMdUMl wweba Ortla membmsoNy. AddUcnaltempamryandpe,manentbacing MiTek' Is always required for stablllry end to paventcallapse vdM possible personal Injury antl propeM damage. ForMauma guldarce regaNNg the fabdption,stage, delirery, ereo0w and bradng Mbusses antl trees syatema, aee ANSUTPH Qualify Crada, OS"9 andBCSIBullding component Seydylnharmagon avmlaNabom Taee PUtabaebde,218N.Lae Ste Suite312Nuandrla,VA22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type Ory Ply STERLINGT79884582 �T4mss M11412 A SPECIAL � 1 1 2 Job Reference (optional) 4.00 12 5a6 - 6 3x4 3x6 5 24 3x4 9 4 3 u.1:1u s Mar 11 ZU16 Mi I ex Inaueme5. Inc. Fri Aar 3 07:54:36 2020 25 5x6 _- sod; WB \] B 3x4 9 Scale: 3116'=l' 23 26 2 13 10 11 - 4 14 7x8 t4Ti8X5 = I 3x4 I 76 15 3x12 = 3x5 = 3.4 II 5x6 = 4x10 = z.oD 1z s-6-D 13-8-0 I 1e-o-o I U" I 1-9a 36-o.p ' RAII 5-fJ1 Plate Offsets (X.Y)- 12:0-1-2 Edgel f8:0-3-0 Edge] ry0:0-2-10 Edge] (15.0-2-120.3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Year L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.61 13 >709 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ved(CT) .1.13 13 >383 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress lna YES WB 0.95 Holz(CT) 0.42 10 Na n/a BCDL 10.0 Code FBC2017rP12014 Matrix -MS Wind(LL) 0.84 13 >513 240 Weight: 170 lb F7=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1386/0-8-0, 10=138610$0 Max Hors 2=-207(LC 10) Max Uplift 2=846(LC 12), 10=-846(LC 12) BRACING- TOPCHORD Structural wood sheathing directly applied or 2-6-11 oo purilns. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc arguing. WEBS 1Row at midpt 7-14 FORCES. (lb) -Max. Comp.IMax. Ten. - All forces 250 (Ila) or less except when shown. TOP CHORD 2-3=336112183, 3-5=266011831, 5-0=-2458/1735, 6-7=2481/1719, 7-9=540713513, 9.10=595013765 BOT CHORD 2-16=1931/3146, 15-16=1931/3146, 14-15=1489/2515, 13-14=3185/5191, 12-13=-3510/5666, 10-12=-3504/5656 WEBS 3-16=0/315,3-15=-799/546,5-14=-344/260, 6-14=-731/1202,7-14=-3120/2048, 7-13=1130/1972,9-13=-559/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf,, h=12n; B=59R; L=368; eave=5ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-7J. Interior(1) 2-7-3 to 18-0-0. Extedor(2) 1841-0 to 21-7-3 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fora 10.0 par bottom chord live load nonconcu ent 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 34-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atlaint(s) 10 considers parallel to grain value using ANSI/ PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 846 lb uplift atjoint 2 and 846111 uplift at joint 10. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Data: April 3.2020 ®WARNING-Volly dwfgn parameters and READ NOTES Oil MIS ANDINCLUDED MITEKREFERENCEPAGEMII-7Q3 rev, r0/0Da0f56EFORE USE. Onignsplafar uure Wgmngmmpone designm aaaedaNy Wensifn anoonoe �• usa. Memustpotmshorn,pripla a eon system. Balsa use, the buitdl,q desiynermusi vgny me eppGmb,Lry oraeslpn paameters aM pmpeM�olmo,am mla deagn into t e munall mpreventllapse gof i rtbran buaWaydesiga.for Huss weaandlor chordmamamaeNy.Adamusimmpemry,amin'the bredngIs MiTek' sgiMifamdb to nt ossiblual poaalbmpersanell. and pmperty damage. erelguldaS"9 aNing Na Montaya.dorad,:1.1blldyend .. and bonds, of so Quality Wn cyst, Suite a A,yaVA22noll Ouallry cn'mAa, 0.5a-B9 oneaCSl Building Component rebdeallatomordoo aysulaWo founTand Plain Mod rn,218 N. aakrylnrorms0an avmmma sera Ttun Plain IrtsaMe, 21a N. Lea street, Suite 312. Alexandria. VA 22316. 6a0us, FL 3seat 010Nd Temps. FL 31i6f0 Job Truss Truss Type pry Ply STERLING ' T79884583 M1e1412 A6 SPECIAL 7 1 Job Reference (optional) unamm s I miss, Inc., Port Pierce, FL �1 4.00 12 Bab = 8.130 s Mar 112018 MiTek Industries, Inc. Fn Apr 3 07:54:37 2020 S.I. =1:61.9 = 3.4 II 5x8 = 4xt0 = 2.00 12 8-0-0 138-0 18-0-0 8.8-0 I s2-0 4-0-0 I 2Wo T-VT I 1%-12 I Plate Offsets (X,Y)- 12:0.1-2 Edael [8:0-3-0 Edgel [10:0-2-10 Edcel [15:0.2-12 0-3-01 LOADING (part SPACING- 2-041 CSI. DEFL in (lac) VdeO Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.61 13 >709 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.13 13 >383 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Ina YES WB 0.95 Hom(CT) OA2 10 n1a rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.84 13 >513 240 Weight: 170 lb FT=20% LUMBER- TOPCHORD 2x4SPM30 BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=138610-8-0, 10=1386/0-8-0 Max Hom 2=208(1_C 10) Max Uplift 2=-846(LC 12), 10=846(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc pudins. BOTCHORD Rigid calling directly applied or 2-2-0 oc bracing. WEBS 1Raw at midpt 7-14 FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3361/2183, 3-5=2660/1831, 5-6=-2450/1730, 6-7=-247211713, 7-9=-5407/3513, 9-10=5950/3764 BOTCHORD 2-16=193113146, 15-16=-193113146, 14-15=-1489rd515, 13-14=3184/5190, 12-13=3510/5666, 10-12=-3504/5656 WEBS 3-16=0/315,3-15=-799/546,5-14=-355/272,6-14=743/1219,7-14=.3134/2058, 7-13=1130/1972, 9-13=560/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=59ft; L=36f1; eave=5ft; Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and GC Exterior(2) A-M to 2-7-3, Interior(1) 2-7-3 to 18-0-0, Exterior(2) 18-M to 21-7-3 mne;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 ps1 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 chard 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) Bearing atjoint(s) 10 Considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of Withstanding 846 lb uplift at joint 2 and 846 lb uplift at joint 10. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 3,2020 ® WARNING -Verify design Parameters and READ NOTES ON THIS AND INCLUDED MDEK REFERENCE PAGE M147473 rev. 10/OLs' 014 BEFORE USE. eewee Design vaada. use os uponparamee:mtemsm! us., eb.1a deeper astdesignhbasedonN ign prurly Incorporate Nb designs ealdr9c bullings d,ir. Bforeuselhabuldagdasgnermustv.tiMia mi ftbiliry ban Owdmmn moMPeMincorXWm manmtbm yearling anantbmcing ollMlsible Bed MiTek- reign. emsewrebury an portlmemb age. For for stsntllcandA preventwiffi ssiblee general gellaace ys.stm,gfor stablllymcgern and propeMdamaga. ForgenGrreds, ralmosIs and basingoeussms sysells.a DSMSAn Brae S.Ribr4ohmosdaAerrveryry eficnT end Pledngolut..21 N. teasereetSuRsea ANSVA n31411 cllry Greeds, OSa-09 And Best BOgbing Component SebrylnformaUon avaaa6le tram Truss Plate InsalNe, 218 N. Lae Street auae 312, AlaaenE43, VA 22314. Ee9Bhtl. Tempe, FL Temps, FL 36510 Job Truss Truss Type Cry Ply STERLING ' T79884584 M1,1412 ATA COMMON 7 1 Job Reference (optional) s.namoers Bess, me., cart nerve, rn. 61 d 5.130 s Mar 11 ZU18 MiTek Industries, Inc. Fn Apr 3 07:54:39 2020 Page 1 Scale=1:61.0 4.00 12 ass = 6 17 '- 15 -- 14 '- 12 3x8 3x4 II Asa = 3x8 = 3x8 = Anti — 3x4 II 3.8 = &1-0 13-10-2 I 22-1-14 27-70-15 38-0-0 Plate Offsets (X,Y)— R:0-8-6,0-0-81 r10:0-66 0-0-8] LOADING (psf) SPACING- 2-M CS]. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.28 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.5914-15 >730 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.60 Horz(CT) 0.14 10 n/a r1a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.3414-15 >999 240 Weight. 172 lb FT=20% LUMBER - TOP CHORD 2x4 SO M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. Qblsize) 2=143610-8-0.10=1436/0-8.0 Max Hoa 2=-208(LC 10) Moor Uplift 2=796(LC 12), 10=796(LC 12) BRACING- TOPCHORD Structural wood sheathing directly applied or 3-2-16 oo pudins. BOTCHORD Rigid ceiling directly applied or 5-2-0 Do bracing. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=354412053, 3-5=282411651, 5fi=2817/1766, 6-7=2817/1766, 7-9=2824/1651, 9-10=3544/2053 BOT CHORD 2-17=-181213323, 15-17=-1812/3323, 14-15=-9972104, 12-14=-1826/3323, 10-12=1826/3323 WEBS 6-14=569/1002, 7-14=299/279, 9-14=-783/581, 9-12=0/271, 6-15=-569/1002, 5-15=-000/279, 3-15=782/581, 3-17=0271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=128; B=59ft; L=368; eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-7-3, Intedogl) 2-7-3 to 18-M, Exterior(2) 18-0-0 to 21-7-3 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.016 AC unit load placed on the top chord, 18-0-0 from left end, supported at two points, 6-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any Omer 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-M wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical Connection (by others) of ass to bearing plate Capable of withstanding 796 lb uplift at joint 2 and 7961b uplift at joint 10. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified an any electronic copies. Joaquin Velez PE No.68182 MITak USA, Inc. FL Cart WU 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING -Verify dealgn persmelers and READ NOTES ON MIS AND HICLUDED MITEK REFERENCE PAGE M112473 mv. 10,0=015 BEFORE USE. Design valid fm We onN Wan MITek® mmectwe. TNs design W based only upon paremelae ebovm, en41s (Oran WNW" bating mamponent rut ��• a buss, eyewm.6eiore use, Na bu,ingdesigner muMvngy Me applicability of design parameters antl properly incorporate Mh design Nb rM overall baldingdosign. BmdngindintedistopmwMbuWb ofiMwWualb wmbendlofMO membemoNy. Addidonaltempomryandpennanertbredng M!Tek' B eMaya requlratl tar slablgy andbpreventmllapsa xtlM possible personal Inlay aM propeM damage. Fa genera guldo. regarding Me frtneaacn,WOOD". tlagvery,erecdon aM Wading of busses and buss systems, see ANSYnV1 GualUy Cdleda, 00-89 and SCSI Building Compenans M Parke Fast Blvd. safny Infortnstlon avMiable from Tivas Rate ImgWe, 218 R Lee Street Smote 312, Alexandra, VA=314. Tampa. FL 36610 Job Truss Truss Type Oly, Ply STERLING T79884585 M71412 ATB COMMON 1 1 Job Reference o llonal Lnamoew..."no. ron rieme, rL 6.13U S Mar 1 l ZUId Mi l ex lndusbres. Inc. Fn ADr 307:54:40 ZUW Scala-1:60.9 4.D0 12 5x6 = 6 3x5 = 3.4 II 3.6 = 6x8 = &B = 3x6 = 3.4 11 3x5 = 8.1-1 1b10.2 15-4-0. 91.1m JJddd 27-1MIR 1n B-1-1 I59-1 $14 6-8-0 0,1A4 SS1 B-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.10 18-21 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC OAO Vert(CT) -0.22 18-21 >844 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.02 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.15 18-21 >999 240 Weight: 172 Ib FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0oc pudins. BOTCHORD 2x4 SP M30 BOTCHORD Rigid ceiling directly applied or 6-0.0 cc bracing. WEBS 2x4 SP No.3 WEBS 1Raw at midpt 6-14 REACTIONS. All bearings 0-8-0. (Ib) - Max Hors 2=.208(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 15 except 2=433(LC 12), 14=866(LC 12). 10=240(1_C 12) Max Grev All reactions 250 lb or less at joint(s) except 2=687(LC 21), 14=1635(LC 1). 10=399(LC 22), 15=349(LC 17) FORCES. (lb) -Max. CompJMme.Ten.-All forces250(lb)orless exceptwhen shown. TOP CHORD 2-3=1239/757, 3-5=-437/333, 56=-432/448, 6-7=-272/773, 7-9=376/778, 9-10=334/220 BOTCHORD 2-18=58711178, 16-18=58711178, 12-14=-188/281, 10-12=1881281 WEBS 6-14=1096/683, 7-14=303/281, 9-14=653/614, 9-12=-13/307, 6-16=-501/665, 5.16=302/279,3-16=890/616,3-18=-16/332 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=59ft; L=3611; eave=514 Cat II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-7-3, Intedor(1) 2-73 to 18-M, Exledor(2) 18-0-0 to 21-73 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.0Ib AC unit load placed on the top chord, 18-D-0 from left end, supported at two points, 6-0-0 apart 4) This truss has been designed for a 10.0 par bottom chord live load noncencunenl 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-D-0 wide will 6t between the bottom chord and any other members, with BCDL= IO.Opst This item has been 6) Provide mechanical Connection (byothers)of truss to bearing plate Capable ofwithstanding 100 lb uplift atjoint(s) 15 except Ul=lb) electronically signed and 2=433,14=866. 10=240. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be Verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 3,2020 ®WARNING-V Iry Ceslgnparameters and READ NOTES ON MIS AND INCLUDED MITEKREF£RENCEPAGEMIF7473mv 101OW2015 BEFORE USE. Daslgn Valid formeerlly e1111 M709WMBCme.Tim; delp le bamed aNynpen pafmnet..b .a IS fa. Ndtaidlel buff, Wnyimnt, not Not a Wss system. Befom use, me bu!W, dedgrer must very Ina eppgoabWty ofdesipn parameters and pmpeM Incorporate Mh design Tile, OW MWI bulldmgdesign. Bmdngindrated lab pmvont buckling of lndMdual Wss web anNardwm mmnbom oNy.Add,Wnaltengxxmyandpemanentbredng MiTek' la elwaq required larstab0iryendb Pevent co5apse wish possible personal ln7ury and pmpeM damage. Forganeralguldm,ceregerding Ibe fabr®Om. rtomge, deWery. erectan me, bradrp olWasvaeM Wss systems, see ANSM11 Quality C610da. DSBA9 and SCSI Bu Iding Component 6904 Parke East BNd. SabtyhOmmeaeon avaaable fiord Truu Mel. Im tuna, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ory Ph/ STERLING • T79884586 M11412 ATC COMMON 1 1 Job Reference (optimal) wemoers truss, Inc., ron ribrce, rL 6.13US Mar 1 l ZUld MI 16x In0USm9S, Inc. rrl Apr 3Ur:D4:4Z Scale=1:60.9 4.00 12 54 36 = 3a4 II Us = 6x8 = 6x8 = 3x6 = 3.4 II 3x5 8.1-1 15.9.1 -3.14 6.11-14 049 68.8 8-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in ODD) Vde8 Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.10 18-21 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.2218-21 >844 240 BCLL 0.0 Rep Stress lncr YES WB 0.68 Hoa(CT) 0.02 15 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.15 18-21 >999 240 Weight: 1721la FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 3D TOP CHORD Structural woad sheathing directly applied or 6-M oo pudins. BOT CHORD 2x4 SP M 3D BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. WEBS 2x4 SP ND.3 WEBS IRow at midpt 6-14 REACTIONS. All bearings 0-8-0 except at -length) 14=0-11-5. (Its)- Max Hoa 2=208(LC 10) Max Uplift All uplift 100 lb or less atjoint(s)15 except 2=-033(LC 12), 14=866(LC 12), 10=240(LC 12) Max Grav All reactions 250 lb or less atjoinl(s) except 2=687(LC 21), 14=1635(LC 1), 10=399(LC 22), 15=349(LC 17) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 23=1239f/57, 3-5=437/333, "=-432/448, 6-7=27N73, 7-9=376/778, 9-10=334/220 BOT CHORD 2-18=58711178, 16-18=587/1178, 12-14=188/281, 10-12=-188/281 WEBS 6-14=1096/683, 7-14=-303/281, 9-14=853/614, 9-12=-13/307, 6-16=-501/665, 5-16=302/279,3-16=890/616,3.18=-16/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh, BCDL-3.0psF h=12R; B=59% L=36ft; eave=51t, Cat. II; ExD C; Encl., GCpi=0.18; M WFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-7-3. Inte6or(1) 2-73 to 18-0-0, Exterior(2) 18-M to 21-73 mne;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.011a AC unit load placed on the top chord, 1S." from left end, supported at two points, 6-0-0 apart. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcunenl 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-M wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. This Item has been 6) Provide mechanical connection (by others) of buss to bearing plate Capable of withstanding 100lb uplift atioint(s)15 exceptat-lb) electronically signed and 2=433,14=866,10=240. sealed by Velez, Joaquin, PE using a Digital Signature. Printed.copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Win PE No.88182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ' April 3,2020 AWARNING -Vedlydesign pammemrs and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE Mg-7473 rev. 10/03/201e BEFORE USE. Design valid forum oNy WM MmeM mmedom. TNs design h based ply upon parameters shown, and is bran Udvdual building component, rot a buss system. Ed...., rue buldug desigm,.sl veMy exr epptkamty ordesign paameters and propmy Nopryora[e Mb design lots ere owreI building design. BraW9 Indicated is to prevent WWng of IndW.al trues.., mWof MON members m, A4dimml temporary and pamaneM brads, MiTek' is atwep required Mr stability and to prevent collapse WM possible pmu,nal Injury eM property damage. For gemw guidance regarding the fabrication•storage, doWery eredlon and bredrg of tnums, and buss systems,see ANSMH OwIls, Cnftm1k DSB-Sp add BCS1 Building Component 690e PaAe East runs. SidyfnformsUs. avaaW.Oom Tmss Platalnsfi A.218N. Lea Sb LSuite312.Alexandria,VAn3i4. Tempe, FL 36610 Job Truss Truss Type Oly Ply STERLING T198B4587 M11412 BHA COMMON 1 1 Job Reference lsntinnall Chambers Truss, Inc., Fad Pierce, FL 8.130 a Mar 112018 MTek Industries, Inc. Fri Apr 3 07:54:43 2020 Page 1 ID:kFvnsnOwY419Zh0 nM3lc6ylJ9g.E8RSEzIRCO sJzWVV67uMCWXWxg7e67H9MDhtazUU7g 24 o" THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL 54 = 12 14 Scale: 3/16-=t' 3x8 = 3x6 It 4x6 = 6x8 = 6x8 =34 II 3x5 = 3x6 = TRUSS DESIGNED FOR W ND LOADS IN THE PLANE OF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND (NORMAL TO THE FACE), SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE. OR CONSULT QUALIFIED BUILDING DESIGNER AS PER ANS0IPI 1. I 8-0-0 15E-0 I 22-10.15 28-0-0 36-0-0 680 ]-6-0 ]d1I SL1 RN Plate Offsets (X,Y)_ (2:0-0-2,Edgel 13:0-3-8Edce1 [11:0-3-0 0-3-01 120:0-34i Edoe7 (21:0-2-8 Edael 12S:O.3-8 0-3-01 LOADING Unit) SPACING- 2-0-0 CS]. DEFL in ([cc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.14 28-31 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.2523-34 >619 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Ina NO WB 0.83 Horz(CT) 0.04 21 Ora rda BCDL 10.0 Code FBC2017rrP12014 Matdx-MS Wmd(LL) 0.2028-31 >909 240 Weight: 208 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOPCHORD Structural wood sheathing directly applied or 4.2-12 cc pudins. BOT CHORD 2X4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 20.25 2 Rows at 113 pis 3-26 JOINTS 1 Brace at Jt(s): 8, 4, 14, 16, 18 REACTIONS. All bearings 0-8-0 except Qt=length)25=0-115. Ob)- Max Horz 2=-208(LC 6) Max Uplift All uplift 1001b or less stjoint(s) except 2=-583(LC 8), 26=1557(LC 8), 25=1259(LC 8), 21=-055(LC 8) Max Grav Al reactions 25016 or less atjoint(s) except 2=983(LC 13), 26=2911(LC 13), 25=2457(LC 14). 21=757(LC 14) FORCES. (III) -Max. CompJMax.Ten.-All forces 250(Ib) arless exceptwhen shown. TOP CHORD 2-3=2242/1142, 20-21=1473024, 3-4=213/718, 4-6=-2137718, 6-8=.213/718, 8-10=2131718, 10-11=213/718, 11-13=-2131718, 13-15=213/718, 15-17=-213f718, 17-19=-87/610, 19-20=87/610, 3-5=199/422, 5-7—1 l2/391, 7-9=33/344, 12-14=0/257, 16-18=57/301, 18-20=206/363 BOT CHORD 2-28=971/2236, 26-28=-922/2090, 25-26=555/521, 23-25=-516/1204, 21-23=-569/1344 WEBS 8-26=1333/1008, 17-25-9791756,3-28=411971254,3-26-3236/1698, 20-23=-458/1210, 20-25=2385/1201, 9-10=-706/569, 6-7=307/241, 15-16=462/372, 18.19=-097/418 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Provide adequate drainage to prevent water ponding. electronically Signed and 4) All plates are MT20 plates unless otherwise indicated. sealed by Velez, Joaquin, PE 5) All plates are 3x4 MT20 unless otherwise indicated. Using a Digital Signature. 6) This buss 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 35-0 tall by 2.0-0 wide Printed copies of this will fit between the bottom chord and any other members. document are not Considered 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 583111 uplift at joint 2, 1557111 uplift at signed and sealed and the joint 26, 1259lb uplift at joint 25 and 4551b uplift at joint 21. si signature must be Verified 9) Girder caries hip end with 8-0-0 end setback. 10) Graphical pudin representation does not depict the size or the orientation of the pudin along the top andfor bottom chord. any an electronicvcopies. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 9671b down and 461 Ib up at Joaquin Velez PEonic Joaquin 28-0-0, and 967 Ib down and 461111 up at 8-0-0 on bottom chord. The design/selection of such connection device(s) Is the USA, Inc. FL C.68182 responsibility of others. 6904 Parke East Blvd. p Tampa FL 33610 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Data: April 3.2020 andard ® WARNING -V&ryyde$19m psmmarem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MRJ473 mv. IOMN2015 BEFORE USE. Design valld far usaoNywlM WTeM1 Comaciam. TNs deal, is based.myupon parameters shown, and Is fora. b 6sl1:01n 3component and buss ayslam. Sol..., Me buigIng dssigner rmWv rfy Ne spp6cabRy Ndesign paramakn eM property Incorporate tide design no Ne ovore0 building design. Bracing indicated is to prevent bucking of IrdlMdual cuss web mall.HnN mambas My. Additional temporary end pmmanant bracing ITBk• WOW Is Is always required for stalauly and M prevent Collapse Wfin posalble personal Injury aM property damage. Forgeneml guidance agarm9lbe fabrication. storage. dervery, erection and bac6g of Wsses and ends systems,sae ANSVTPIt quality Cdfeda. DSMS and SCSI Building Cam snanl 690e Parke East BNd. Safefylnramad0n ava,'lade from Tmss Plate hvsucAe, 218 N. Lea asset. Suite 312. Alexandda, VA 22314. Tampa. FL 3010 Job Truss Truss Type Oty Ply STERLING T79884587 M11412 BHA COMMON 1 1 Job Reference (optional) Chambers Truss, Inc.. Fort Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Fri Apr 3 07:64:43 2020 Page 2 ID:kFvnsnDWY4192hO nM31c6y1J9g-E8RSEziRCO_sJzWVv6luMCWXWxgTe67H9MDh=UUjg LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (p0) Vert: 13=54, 20-22=54, 28-29=20, 23-28=-47(F=27), 2332=20. 3-12=126(F=-72), 12-20=-126(F=72) Concentrated Loads (lb) Vert 28=641(F) 23=-641(F) ®WARNING- Varlyy design parsmelereend READ NOTES ON IRIS AND INCLUDED MITERREFERENCE PAGE Al fWV2015 BEFORE USE. Design va01 breed, aNywNt MTeke, rpmwctae. TNs design L5 based only upon Parameters shun, and is for an Inchtdual besting com nenl, not a tmss I nnva. But. use, Me DAMON steeper must verify Nd, eppiimbiLy ddnWn parameters and pmpery lnwtpoiado Mb design into are ennal bugd1ngdesign. BmcinglMiatetl la/o prevent burYAtg of iildivMud truss web andlar dwN members aNy. Addillanaibmpararyandpamanenlbmdrg MiTek' Is always raqulred fer dablliry and W prevent collapse Will possible personal Injury and properly damage. Frgenerel gWtle� mgaNMg Na Wadden. dbragd,,delivery,ereonM of busse eending s aM truss ayateme. eee ANSgyPti Quality Create DSM9 and BC51 Building Component Sideyleforma04n evalaNecd born buss Plate InadWte, 218 N Lee Street, Suite 312. Aleasou 22314. 690A peke Best BNd. ,VA Tempe, FL 36610 Job Truss Truss Type I]ty Ply STERLING • T19884588 M11412 GRA HIP 1 1 Job Reference (optional) ,..Mo.. l mss, Inc., For, Fierce, FL 1 7-10-0 13-8-0 18-M 8.130 s Mar 112018 MiTek Industries, Inc. Fil Apr 3 07.54:45 2020 Pagel ID:kFvnsnOwY419ZhO nM31c6yIJ9g41WZDIPJhkeFaYHguOW3MRdbIERp67NacgioyTzUUje 224-0 28-2-0 38-0-0 3]-0-U 1-0-0' 7-10-0 6-10-0 4-0-0 I 4-0-0 I 5-10, 7-00-0 I o Sole=1:61.9 5x8MT18Hs = 5x8MT18HS = d.00 12 3.4 II Sx8 = 3z4 II 3 22 23 24 25 4 26 27 5 28 629 30 31 32 33 7 AR 14 35 36 37 3u _ .= n AID — 3.5 = 3x4 11 4.6 = 6z12 = 602 = 06 = 3.4 II 3x5 = 7-10-0 1341-0 224-0 28-2-0 36-0-0 ]-m-D 1 star I R.R-0 I s.tns I zm.n I Plate Offsets (X.Y)— [3:0-5-4 0-2-81. [5:0-4-0 0-3.01 [7:0-54 0-2-81 LOADING (psi) SPACING- 2-M CSI. DEFL in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.71 Vert(LL) -0.21 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Ved(C7) -0.4412-13 >609 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress lnu NO WB 0.84 Horz(CT) 0.06 8 We n1a BCOL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.22 10-21 >999 240 Weight 161111 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'ExcepP 4.13,6-12: 2x6 SP No.2 REACTIONS. Ob/size) 2=398/0.8-0, 13=3546/0-8-0, 8=1252/0-8-0 Max Holz 2=-97(1-C 6) Max Uplift 2=-292(LC 8), 13=2107(LC 8), 8=799(LC 8) Max Gmv 2=417(LC 17), 13=3546(LC 1), 8=1256(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 34-6 cc pudins. BOT CHORD Rigid ceiling directly applied or 5-7-0 cc bracing. WEBS 1Row at midpt 3-13.5-13 FORCES. Pie) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-369/211, 34=-115812051, 45=-1158/2051, 5-6=2318/1425, 6-7=.2318/1425, 7-8=2981/1789 BOT CHORD 2-1 5=1 961311, 13-16=201/342, 12-13=246/452, 10-12=1688/2818, 8-1 0=1 578/2786 WEBS 3.15=-181/648, 3-13=2568/1568, 413=640/587, 5.13=2800/1855, 5-12=1172/2196. 6-12=6111569, 7-12=558/375, 7-10=184/651 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 13=5911; L=36ft; eave=5ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This cuss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 292 Ib uplift at joint 2, 21071b uplift at joint 13 and 799111 uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 111 down and 301111 up at 7-10-0, 103111 down and 170111 up at 10412, 103111 down and 1701b up at 12-0-12, 1031b down and 170 lb up at 14-0-12, 1031b doom and 170 Ito up at 16-0-12, 103lb down and 170111 up at 18.0-12, 103 lb down and 1701b up at 19-11-4, 103 lb down and 170 III up at 21-114, 103 Ib down and 170111 up at 23-114, and 103 Ib down and 170 lb up at 25-114, and 137 Ib down and 301 Ib up at 28-2.0 on top chord, and 340 Ib down and 223 lb up at 7-10.0. 77111 down and 1 lb up at 8-D-12, 77 lb down and 1 lb up at 10-0-12, 77 Ib down and 1111 up at 12-0-12, 77111 down and 1111 up at 14-0-12, 77 lb down and 1 lb up at 16-0-12, 77 Ib down and 1111 up at 18-0-12, 77 Ib down and 1 III up at 19-114, 77 Ib down and 1 lb up at 21-114. 77 lb dam and 1 lb up at 23-114, 77111 down and 1 lb up at 25-114. and 77 Ib down and 1 It, up at 27-114, and 340 It, down and 223 lb up at 28-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE NGS8182 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ® WARNING -VaHNdeslgn ppametersand READ NOTES ON THIS ANDINCLUDED MIMKREFCRENCEPAGENII-7473 N, 10MV2015BEFORE USE. Design valid lam call, xNh Obi wnnedan. TNe deep h based onlyupon pa arni ahaen, And b loran Individual buiWng wNpanent. not o base system. Belae use, Me bulld,Ilg designorm atwrifyMe applicability of design prostrates and pmpsxly rox caste tars desyn Into Ole overall Mo ingdeal9n. Bmchg[�iw dlstopreventburFJingofiMWualWns baMlprrJlo mWmre y. Ad6L6Av!WRmr ,As1;n limner IxAdm MiTek' I aMaprequrmdtoretebllllyendWVwentmllapoe pesslbiep=nailnjuryaMpmpedydamage. Fapenerel guWance regaNNg tl�e fabdralipn, elbrege. tleavery. erection and bracing of WsseaeM buss syslema.see AIISm If Duality Mt a,DS"9and SCSIBYNdIng Component 6904 Parka East BNd. Safey/nformadon mbWa flan Tmss Plato lmbMe, 218 R Lee Street Suite 312, NexandM, VA22314. Tampa. FL 36610 Job Truss Truss Type Ply STERLING T79884588 M11412 GRA HIP �Oty 1 1 Job Reference (optional) �nemvea I ruse, Inc., Tort nerve, Tl 8.13U s Mar 112018 MTek Industries, Inc. Fd Apr 3 07:54:452020 Page 2 ID:kFvnsn0.Y419Zh0_nM31c6y1J99-B WZDff2hkeFaYHguOW3MRdbtEITp67NaegioyTzUUie LOAD CASE(S) Standard 1) Dead +• Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vero 1-3=54, 3-7=54, 7-9=54, 16-19=-20 Concentrated Loads (Ib) Vert: 3=-137(B) 5=-103(B) 7=137(B) 14=-49(B)15=-389(B) 10=-389(B) 11=49(B) 22=103(B) 24=-103(B) 26=-103(B) 27=103(B) 28=-103(B) 29=103(B) 31=103(B) 33=-103(B) 34=-49(B) 35=-49(8) 36=-49(B) 37=-49(8) 38=-49(B) 39=-09(B) 40=49(B) ®WARNING -Verify design parzmalers and READ NOTES ON MIS ANDINCLUDED MITEK REFERENCE PAGE MOTdra ne . 10/0142U15 BEFORE USE. Deep valld for. onlywitt MMAO conneclows. TNe design b based cMyupon paremelen shown, and b bran Ind Ardsed bujoneg conponenl, net Iva I' a truss syebm. Beige use, the WWN designer lwstveMy the eppOcabify of design paramelen and prepedY bcoryorab this design We flu overall burdingdeelgn. Bmq gWimtedistoprevembuckllnpofil WuMl sswebaMorMoHmombomwi,, Ad6uonaitempoayandpemunentbracing MiTek' Is always required for slabllly and b prevent Wlepsewlih possible personal Injury eM pupedydamago. FmgeneralguidancaregaNhglhe fabdmtion,storege, delWary. eredbn alW baWgof Wssesem vuss aysbma.bee ANSViPIi OuallyCdlerl; DSB-09 andaLSlaull0ing Component 5904 Parke East Byd. Sareylnforma0on evalbble ham Tmss Piste InsObde, 218 N. lee Street GWte 312,Alesandda, VA 22316. Tampa, FL MID Jab Truss Truss Type Gty Ply STERLING ' - T79884589 M11412 J2 MONO TRUSS 8 1 Job Reference (optional) cnaMbels Truss, Inc., Fart Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Fri Apr 3 07.54:46 2020 Page 1 ID:kFvnsnOwY419Zh0 nM3lc6ylJ9g.17bs73JVxNQARF4aEab_g8BM9ypdhjrKSLUv UU)d 1-0-0 2-0-0 2-0-0 I Scale -1:7.8 3x4 = 2-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BOLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(CT) -0.00 3 We n1a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(LL) 0.00 7 >999 240 Weight 8lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 REACTIONS. (lb/size) 3=37/Mechanimi,2=141/0-8-0,4=22/Mechaniml Max Hom 2=67(LC 12) Max Uplift 3-27(LC 12), 2=136(LC 12), 4=-3(LC 9) Max Grav 3=40(LC 17), 2=141(LC 1), 4=31(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 2-"Go putting. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vull=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Ops1 h=12ft; B=591t; L=36ft; eave=5ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 pet bottom chord live load noncancunent 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 2716 uplift at joint 3, 1361b uplift at joint 2 and 31b uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 6634 69M Parke East Blvd. Tampa FL 33810 Date: April 3,2020 ®WARNING-Verlrydeallulnue.nuseed READ NOTES ON THIS AND INCLUDED MITENREFERENCE PAGE NIld473m, UMV2015 BEFORE USE. aaaaaa Design vast M use s JyvnN Wales comadua. TNetlospn Is base, oNyupon pere,relen storm, all Is Man In Idual buiWing rwt ��®® a Cuss system. Belle use, No buatingdesigner mudvenly the appGmbMy of design pammoten and ppery, incorporate M6 design uM Na snare] WeTngdesign. Bretlng Ndicoted is to prevent budding of lndNWual Wss vrebaMror MON membenoNy. Additional tempcmry and pmmanent bracing r��lqq♦YT�• IYItIBk Is always required fcr stebally and N prevent W l�pse with possible personal Injury and prepe t, manage. Forgenere guldanoe regart ing the faedcxbon,G e. dellreryry��erxi eW bmtlng of trusses ell truss systems,sea ANSUIPll quality CrieNa. Blame and How Sulld/ng Component SahyrNonnaOon ava6aWe Men Truss Pieta Instib te, 218 N. Lee Street, Suite 312. Adaaandda, VA 22314. 69N Parke East BW. Tampa. FL 36610 Job Truss Truss Type Ory Ply STERLING T19684590 M11412 J4 MONO TRUSS 8 1 Job Reference (op0onal) o. mu a mar , , eu Ia on, mausmes, mc. rn npr d vra9:R. a U rage , sad = 4 LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (loc) dde8 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.01 4.7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0' Rep Stress lncr YES W13 0.00 Hoa(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matdx-MP Wind(LL) 0.02 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP ND.3 BOT CHORD 2x4 SP N0.3 REACTIONS. (lb/size) 3=87/Mechaniw1,2=204/0-8-0,4=49/MechantmI Max Ho¢ 2=102(LC 12) Max Uplift 3=-77(LC 12), 2=159(LC 12), 4-7(LC 12) Max Grav 3-91(LC 17), 2=204(LC 1), 4=67(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:11.1 PLATES GRIP MT20 244/190 Weight: 141b FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 4.0-0oc pudins. BOT CHORD Rigid railing directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf BCDL=3.0psf, h=12ft; 13=5911; L=36ft; eave=5fr; Cat II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-M to 2-7-3, Interior(l) 2-7-3 to 3.10-4 zone;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 par bottom chord live load nonconcurrenl 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 Coss to truss connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 3,159 lb uplift at joint 2 and 7lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 3,2020 ® WARNING -Verse darign parameters and READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE MII.747J rev. f0/03MIS BEFORE USE, Design valid Word mlyv4lx MiTekW correctors. THs design a based day upon parameters exam. and Is form MINAuat buddlog component, W �® a tons sysmm. Before use, on, Wild, designer nandverly the appacabJity ofdesipn parameters and prapedyNwryarma Ms design Into ixe ovare3 ��Y�• bwldingdosign. BrarJngindi' WdisWpmv nlbuck n&MTrvNualhussmbeMmc d=mWmonly. Additiotmltemporaryandpamwnanlbracing MiTek- IseAvaysrequlredforstebliryendtapreven(cogapse aim passible persaial Injury end pmpedy tlamage. FOlgeneragUc nraregerding Ne fabrication, storage, dellsry�:roclion and bracing of busses all sumayabms, aea ANSVIPI1 Quality Wee,DSB-S9 and SCSI BuRdfng Component Safegfnformadon evaaaMe from Truss Plata InstilNe, 218 N. Lea Shoal, suite 312 Aleaandra, VA 22314. 6904 Palle Eaal aw. Tampa. FL 361310 Job Truss Truss Type Qry Pty STERLING T79884591 M11412 J6 MONO TRUSS 8 1 Job Reference (optional) Gnamoers Imse, Inc., "It I'lerCe, FL 3x4 = 8.130 s Mar 112018 MITek Industries, Inc. Fr Apr 3 07:64:472020 Page 1' ID:kFvnsnDxY419Zh0_nM3lc6ylJ9g-7vhz3L4yGFVHoagH6xSWgJNZ63a6xt4_Bu0MzUUjc Sal 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lox) Well Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.35 Vert(LL) -0.05 4.7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.11 4.7 >652 240 BCLL 0.0 Rep Stress Ina YES WB 0.00 HOrz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) 0.11 4-7 439 240 Weight: 20 lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 64)-0 oc purins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=142/Mechanlca1,2=275/0-8-0,4=70/MechanimI Max Holz 2=140(LC 12) Max Uplift 3=-129(LC 12), 2=192(LC 12), 4=8(LC 12) Max Great 3=148(LC 17), 2=275(LC 1). 4=100(LC 3) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250 Cla) or less exceptwhen shown NOTES- 1) Wind: ASCE 7-10; Vult-165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=59ft; L=36/1: eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-M to 2-7-3. Interior(1) 2-7-3 to 5-104 zone;C-C for members and farces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chard 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 buss to bearing plate Capable of withstanding 1291b uplift at joint 3,192 lb uplift at joint 2 and 8 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTok USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING-V.,W deslgnpaaaahrrs x.d READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147471 ray. f010311015 BEFORE USE. Design vend for use onyuMh MITek®annectnrs. The design Is based ontyupon paamstm shown, and b bran InSrvldual buadug Component, rut eb,asaynem Before use, Me baldl„g desgnermustve*Neepp,abOyofdadgn paameba erW pmpedy Mcolpwats tllLs deal,. hdo Me manes b0dingdasign. Badngi,dimfed lsbpavent buGling oflMrvNwl busswe6 anWor Nord members oNy. Addsonaltemporary and pennanentbacing MiTek' is eWe,required fcr McMayend to prevent collapse with p resibla personal slay, and pmpeM damage.For general gugance regarding Me fornicator. storage.Maven. erelion and bawg ofousees and wu systems, see ANS/RPII Q.WWGruen, DSB4lg end8CSIB.Hosag Compound! Safefytathareaon aa,i1 Wofmm Truss Plate Iladlute,218N.Lee SbeeL Suite 312.Abxandr1s VA223t6. 6904 Parke East Blvd. Tampa. FL 36610 Job Truss Truss Type Oly STERLING , �Ply T79884592 M11412 JB MONO TRUSS 11 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 8.130 s Mar 112018 MTek Industries, Inc. Fri Apr 3 07:54:48 2020 Page 1 ID:kFvnsnDwY419Zh0 nM3lc6y1J9g.bSELHh5a1Zd8PkPiifd33FDQ4yY JZBOIexSZmUUjb Scale-1:17.4 Plate Offsets (X,Y)— [2:0-3-14,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) UdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.14 4.7 >676 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.30 4-7 >310 240 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) 0.26 4-7 >368 240 Weight: 26 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=188/Mechanical, 2=348/0-8-0, 4=99/Mechanical Max Hom 2=178(LC 12) Max Uplift 3=174(LC 12), 2=226(LC 12), 4=13(LC 12) Max Grav 3=195(LC 17), 2=348(LC 1).4=141(LC 3) FORCES. 0b) - Max. CompJMax. Ten. -AII forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc pur ins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=59ft; L=36ft; save=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C E1lledor(2) -1-0-0 to 2-7-3. Intedor(1) 2-7J to 7-10-0 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3) a This Wss 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-M 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 174 lb uplift at joint 3, 226 lb uplift at joint 2 and 13 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6034 69U Parke East Blvd. Tampa FL 33610 Dale: April 3,2020 ®WARNING-VN*dealga pamaaNN, and READ NOTES ON rNls AND INCLUDED MITEKREFERENCEPAGEMIA7473 rev, ION31015 BEFORE USE. Design valid for use only with Mmek® semesters. TNs design Is based day upon paremeters shpvn, and Is for on Individual building mmpcnenk not a trusssysb,m Mt. use, No bonding dealgnar nurtvedfy and apoicatWy oldetign paamean. antl proper/ Noisporobs due design into an overall buOtlNgd.sk,n. Addw Iwwax,eanandpalmanentaadily MITek- Iselwayerequiredfaraleb11It, ad to prevent collapse with possible personal Injury and property damage. For Benealgukmrceagardingthe fabdmtion, atoage, tlelivary.eaNanaM bmdrg of busseseM truss systems, see ANSWPll pushy Cdbrra, DEM9 and BCSI BdHding Compenanl 6904 Pate Fast Bhd. Sehfylnhrms0on avallabla Bom Tmss Plate Institute, 218 N. Lee Street, Suee 312, Alexandria, VAM314. Tampa, FL 3010 Job Truss Truss Type Ply STERLING • T79884593 M11412 JA8 MONO TRUSS �Qty 11 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 30 = 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 3 07:54:49 2020 Page 1 ID:kFvnsnOwY4192hO nM3lc6y1J9g-31okU15Cos171u fFM8lcTmbJMuY2ORA%Ig75EzUUla Scale -1:172 Plate Offsets (%,Y)— [2:0-1-04,Edge] LOADING (psf) SPACING. 2-0-0 CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.58 Vert(LL) -0.13 4-7 -721 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC OAS Vert(CT) -0.28 4-7 >331 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 024 4-7 >392 240 Weight: 2616 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 REACTIONS. fib/size) 3=184/Mechanical,2=342/0.8-0,4=97/Mechanical Max Hors 2=175(LC 12) Max Uplift 3=-170(LC 12), 2=-223(LC 12), 4=-13(LC 12) Max Grav 3=191(LC 17), 2=342(LC 1), 4=138(LC 3) FORCES. (lb) -Max. CompJMax.Ten.- Allforms 250(lb) or less except when she=. BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=1.2psf; BCDL=3.Opsf, h=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exledor(2) -1-0-0 to 2-7-3. Interior(1) 2-7-3 to 74" mne;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcumant with any other live loads. 3) a 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 170 lb uplift at joint 3, 223 lb uplift at Joint 2 and 131b uplift at Joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE Nd.68182 MiTak USA, Inc, FL Cert 9634 6904 Parke East Blvd. Tampa FL 33810 Data: April 3,2020 ®WARNING-VeNydesgnparameters and READ MOLES ON MIS AND INCLUDEDMI KREFERENCEFAGEMIt-7473rev. 1MV2015DEFORE USE. Dedgn valid for we only wM MTekSoarmecars. Tnis design Is based any upon paremele9 shown, BM Is faan intlivldual Wilding campanenL not n Musa sydam. Before use, me Wks, dealplermustvaNy Me applicability a1d.1gn parameters and prepedy Msoryaete Ma design Into Me overall bugdngdeslgn. Bredlg hkiptedb Mprevent butldilN oflMiddual WeaweM arlWa dwN members aNy. Addigomltemparzryand WrmanentMadng WOW Is always requlretl for etabllltyendfo prevent oollapsewlM possibl0 personal lnfury eM prepeM damage. For9enerel guidarxeregarding Me faDriaOon, sbrega. dalFreryry eeaNm aM breWgaftruxseseM truss systems, eae ANSIRPff Ovally CafWa, DSSd9 and SCSI 6uBding Component Stl 6901 Park. East Dlvd. tylnfand.don avanade Man Truss Plate In UO .218 N. Lee SMaol, Suite 312, AlsvnndM, VA22314. Tampa, R 36610 Job Truss Truss Type Ply STERLING � T798B4594 M11412 KJB MONO TRUSS job, 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MITek Industries, Inc. Fri Apr 3 07:54:49 2020 Page 1 ID:kFvnsnOwY4192hO nM3lc6ylJ9g-31okU I5Cos171u fFM8lcTmh6Myh2zlAXIg75EzUUja LOADING (part SPACING- 2-0-0 CSI. DEFL in (too) Her L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.05 6-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vart(CT) -0.10 6-9 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.35 Horz(CT) 0.01 5 RIG Na BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(LL) -0.04 6-9 >999 240 Weight 44 to FT=20% LUMBER- BRACING- TOPCHORD 2x48PM30 TOPCHORD Structural wood sheathing directly applied or 6-0-0 cc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rlgld ceiling directly applied or 10-M cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=90/Mechanice1, 2=462/0-11-5, 6=406/Mechanical Max Ho¢ 2=178(LC 8) Mad: Uplift 4=-102(LC 8), 2=187(LC 8), 5=-118(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=866/230 BOT CHORD 2-6=234/833, 5.6=-234/833 WEBS 36=0/287, 3-5=-913/257 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl.. GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 36-0 tall by 2-M 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 buss to bearing plate capable of withstanding 1021la uplift at joint 4, 187111 uplift at joint 2 and 118 lb uplift at joint S. 6) Hanger(s) or other connection davice(s) shall be provided sufficient to support concentrated load(s) 39 Ib down and 58 Its up at 2-11-0. 391Is down and 58 Is up at 2-11-0, 81b down and 101 Ib up at 5-8-15, 81b down and 101 lb up at 5-8-15, and 42lb dawn and 1431b up at 86-14, and 42111 dawn and 1431b up at 86-14 on top chord, and 471b down and 28 lb up at 2-11-0, 471b down and 281b up at 2-11-0. 4716 down at "A 5. 471b down at 5-8-15, and 31 to down and 14 lb up at 86-14, and 31 Ib down and 14 Is up at 86-14 on bottom chord. The designiselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back IS). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-54, 5-7=20 Concentrated Loads (III) Vert 10=80(F=40, B=40)11=2(F=1, B=1) 12=83(F=-42, B=42)13=14(F=7, B=7)14=20(F=10, 8=10) 15=-50(F=-25, B=25) 5 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33910 Date: April 3,2020 ® WARNING -Varl ydestan wamefers »nd READ NOTES ON MIS AND INCLUDED MITEKREFERENCEPAGEMU7473 ray. IM3R015BEFORE USE. Design valid for we oaly W0 MRek® connectors. TMs design Is based only upon parameters shOm. and! stor an IndivNwl bwking component, not a truss system. Before use, me beading designer mnrivaily iM applicabirdYOf design paameters am Properly inompante Nis design Into Me overall buitTrgdespn. Bracing hMlwted is to preambuck,ing ofindlAdual buss web arlNorchaM members only. AddiAonallempoaryandpemenontbredng WOW is allays required for ctablllty and to prevent mllapsewdh possible personal Injury ell property damage. ForgeneralguWameregaNingg,e fabdcogon, stamga. dalNery, ereMlon ard Oatlng of hussw ell Wce cyc[ema. cea ANSUTPII Dudllfy Catania, DS&59 and SCSI SuUd/ng Component 6904 Parke Ease BNd. SSlefylnrorma ion avellade hom Truss Plate IOsbbrte, 218 N. Lee Shost, Buae 312. Alrrsndda, VA22314. Temps, FL 36610 Job Truss Truss Type Oty Ply STERLING T19884595 M 11412 KJAS MONO TRUSS 2 t Job Reference (optional Chambers Truss, Inc., Fort Pleme, FL 8.130 s Mar 112018 MiTek Industries, Inc. Fri Apr 3 07.54:50 2020 Scale-1:19.9 3x4 = 3x4 = fi-70-0 4.2.3 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vde0 Ud PLATES GRIP TCLL 20.0 Plate GAP DOL 1.25 TC 0.20 Vert(LL) 0.06 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.23 Vert(CT) -0.08 6-9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.34 Hom(CT) 0.01 5 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 43 lb FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=106/Mechanical, 2=447/0.11-5, 5=385/Mechaniml Max Harz 2=175(LC 8) Max Uplift 4=107(LC 8), 2=321(LC 8), 5=202(LC 5) FORCES. (Ile) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOPCHORD 23=846/526 BOTCHORD 2-6=520/815,5-6=520/815 WEBS 35=0/268, 3-5=884/565 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psF BCDL=3.0psf; h=12R; B=59R; L=36ft; eave=5ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 buss to truss connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 107 Ile uplift at joint 4, 321 lb uplift at joint 2 and 202 lb uplift at joint S. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39111 down and 58111 up at 2-11-0, 39 lb down and 58 lb up at 2-11-0, 8111 down and 101 lb up at 5-8-15, 8lb tlown and 101 lb up at 5-8.15, and 421b down and 1431b up at &6-14, and 42111 down and 143lb up at 85-14 on top chord, and 31111 up at 2-11-0, 31 Ib up at 2-11-0, 10 lb down and 30 lb up at 5.8-15, 10111 down and 30 lb up at 5-8-15, and 31111 down and 14 lb up at 8-6-14, and 31 lb down and 14111 up at 8.6-14 on bottom chord. The design/selectlon of such Connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+• Roof Live (balanced): Lumber Increaseal.25, Plate Incmase=1.25 Uniform Loads (plf) Vem 1d=54, 5-7=20 Concentrated Loads (lb) Vert 10=80(F=40, B=40)11=2(F=-1, B=-1)12=-83(F=42, B=42)13=14(F=7, B=7)14=20(F=10, B=10)15=50(F=25, B=25) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.69162 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33910 Date: April 3,2020 ® WARNING -Vary design pommeters and READ NOTES ON MIS AND INCLUDED MITEKREFERENCEPAGEMA-7473 rev. 10/0Jft015 BEFORE USE. Design valid fro use silly wth AUT"co,medme. TN3 certain la based say upon parameters shovn, and later an I,MMdual building component, not .hose syslam. Beforeuse, Me be" d.sgnelm.stvatMNe it stabiily ofdesgn pmennatant at4lxopeMincotWrot. Mis design into me overall brildingdeslgn. Bmdngindisated is WPeveatbuddtgotaMh4dualausswebaMord membmonly. Ad6tionaltemporaryandpem,anentbradnp MiTek' a eNmys renulretl for atabllity and to prevent collapse with feasible personal Injury and properly damage. Forgeneral guldance regarding Me fabrication. storage. delivery, most and Isaacs of enamel and buss spurns, see ANSUmI1 duallor Wleda,DSB-0g and Best elmmag Cn xvant Lead Parka East BNd. salefylnhrma0on available from Tern Plato krsgtule, 218 N. Lee Street, Swte 312, Alexandria, VA22314. Tampa, R 3010 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3I4" Center plate on joint unless x, y offsets are Indicated. u dimensions shown In it-Insixteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in R-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing fortruss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. 0';1fi r ct.z cza 2. Truss bracing must be designed by an engineer. For WEBS Szx 4 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor T of ,v q,' 0 2 ° ,h O O bracing should be considered. 3. Never exceed the design loading shown and never inadequately braced trusses. s�' U a stack materials on a0 4. Provide copies of this truss design to the building as car rs.e FOf4 X20flentatien, locate plates 0- lie" from outside designer, erection supervisor, property owner and all other interested parties. BOTTOM CHORDS edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of buss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE jolnland embed fully. Knots and wane atjoint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIfrPI 1. connector plates. THE LEFT. 7. Design assumes mosses will be suitably protectedfrom ' Plate location details available to MITek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSMI I. software or upon request. NUMBERSILETTERS. content of lumber otherWstexceed 8. Unleshall n 9%atnoted. time of shall not exceed 19 % at time of fabriratlon. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use v4th fire retardant, preservative treated, or green lumber. The first dimension Is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of moss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and dimensions _ indicated are minimum plating requirements. quirem LATERAL BRACING LOCATION 12. Lumber used shall be of the spades and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless Otherwise Shown. in all respects, equal to or be8er than that specified. 13. Top chords must be sheathed or pudins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSIffPI 1 section 6.3 These truss designs rely on lumber values g y 14. Bottom chords requirenst alb acing elth ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not col or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTekO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. _ _ 19. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSIrrP11: National Design Specification for Metal 19. Review all potions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. ® Is not sufficient BCSI: Building Component Safety Information, k 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, �Te ANSUTPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. -MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015