Loading...
HomeMy WebLinkAboutTRUSS PAPERWORKLumber design values are in accordance with ANSIfTPI 1 section 6.3 These truss designs'r�ly on lumber values established by others. RE: 2019244-GROZA-YATES - MiTek USA, Inc. Site Information- 6904 Parke East Blvd. Customer Info: GROZA BUILDERS Project Name: YATES Model:. Tampa, FL33610-4115 pI e� Lot/Block: . Subdivision: . SIM NM Address: 4419 PRESSLER LANE,. LOR�� City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. St. LUCIP.%(1)inty Name: License #: Address: City: state: RECEIVED General Truss Engineering Criteria & Design Loads (Individual Truss Design D awings Show Special Loading Conditions): SEP Design Code: FBC2017frP12014 Design Program: MiTek 20/20 8: Wind Code: ASCE 7-10 Wind Speed: 170 mph $T, Liee)e C01.1111Y, Permitting Roof Load: 45.0 psf Floor Load: N/A psf This package includes 56 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 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 20 21 22 Seal# Truss Name Date No. Seal# Truss Name Date A01 7125/19 23 T17694114 CJ5 7125/1 A02 7/25/19 24 T17694115 D01 7/25/1 A03 7/25119 25 T17694116 D02 712511 A04 7/25/19 26 T17694117 D03 712511 A05 7125/19 27 T17694118 D04 7/25/1 A06 7125/19 28 T17694119 D05 7/25/1 A07 7/25/19 29 T17694120 D06 7/25/1 A08 7/25119 30 T17694121 D07 7/2511 A09 7/25/19 31 T17694122 D08 7/25/1 A10 7/25/19. 32 T17694123 D09 7/25/1 All 7/25119 33 T17694124 D10 7/25/1 Al2 7/25/19 34 T17694125 E02 7/25/1 C01 7/25/19 35 T17694126 E03 7/25/1 CO2 7/25119 36 T17694127 EJ2 7/25/1 CO3 7/25/19 37 T17694128 EJ3 7/25/1 C04 7/25/19 38 T17694129 EJ7 7125/1 C05 7/25119 39 T17694130 EJ71 7/25/1 C06 7125/19 40 T17694131 G01 7/25/1 C07 7125/19 41 T17694132 G02 7/25/1 CA 7/25/19 42 T17694133 HJ2 7/25/1 CJ2 7/25/19 43 T17694134 HJ3 7/25/1 CJ3 7125/19 44 T17694135 HJ7 7/25/1 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: Albani, Thomas 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 judsdiction(s) identified and that the designs comply with ANSNrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken Into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly Incorporate these designs into the overall building design per ANSI?PI 1, Chapter 2. WAL Tech. LLC. 5109 Grand Palmetto Way. North Port, FL. 34291-8049 Christopher D. Beers C.Beers Date: 08-13-19 File Casey STATE OF t4 'SSluNAt k-?0,, ,Thomas A Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Paike East end. Tampa FL 33610 Date: July 25,2019 Alban, Thomas 1 of 2 Oil RE: 2019244-GROZA-YATES - Site Information: Customer Info: GROZA BUILDERS Lot/Block: . Address: 4419 PRESSLER LANE — City: City: FORT PIERCE No. Seal# Truss Name Date Project Name: YATES Model: . Subdivision: . 45 T17694136 HJ21 7/25/19 46 T17694137 K 7/25/19 47 T17694138 K01 7/25/19 48 T17694139 V01 7/25/19 49 T17694140 V02 7/25/19 50 T17694141 V03 7/25/19 51 T17694142 VO4 7/25119 52 T17694143 V05 7/25119 53 T17694144 V06 7125/19 54 T17694145 V07 7125/19 55 T17694146 VO8 7/25/19 56 T17694147 V09 7/25/19 State: FL 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 336104115 Job Truss Truss Type Oty Ply T17694092 7kbReferenca 2019244-GROZA-YATES A01 HIP 1 1 . (optional) smlaers First source, viam ary, 1-1.-4ZOW, 2 d ST1.5tee UP = W 29 5x6 = 5.8 = Us II o.aru b Bun o its mu ex mousmes, mc. I na Jul ao son 12 Us 3x4 II sea = 7 34 8 35 9 23 22 21 20 Us II 5oe = 3x6 II 2x4 II 2.50 112 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Violet L/d TCLL 20.0 Plate Grip DOL 1.25 TO 0.90 Vert(LL) 0.50 28 >821 240 TCDL 15.0 ^ Lumber DOL 1.25 BC 0.89 Vert(CT) -0.84 27-28 -488 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.97 Horz(CT) 0.39 21 n/a Fire BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x6 SP No.2'Except' 13-16,1-5,12-13: 2x4 SP No.2 BOTCHORD 2x6 SP No.2 'Except' 4-29; 2x4 SP No.2, 26-28: 2x6 SP M 26, 8-23: 2x4 SP No.3 20.31: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 28-30,3.28: 2x4 SP No.2, 10-21: 2x6 SP M 26 REACTIONS. (Ib/size) 2=148510.8-0, 15=541/0.8-0, 21=2748/0-3-8 Max Horz 2=-182(LC 17) Max Uplift 2=581(LC 12), 15=340(LC 13), 21=698(LC 8) Max Grav 2=1500(LC 23), 15=602(LC 24), 21=2748(LC 1) Scale: l/8'=l' Sx8 = c— 1516 ST1.5xe STP = PLATES GRIP MT20 2441190 MT20HS 1871143 Weight: 386 to FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-12 oc purtins. BOT CHORD Rigid ceiling directly applied or4-11-9 as bracing. WEBS 1 Row at midpl 4-27, 6-25, 7-24. 9-22, 10-21 FORCES. (lb) -Max. CompdMax.Ten.-All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-2994/1878, 3-4=7101/4482, 4-6=3077/2167, 6-7=1786/1425, 7-8=854/968, 8-9=845/963, 9-10=356/618, 10-11=221/1071, 11-14=369/494, 14-15=12387789 BOT CHORD 2-30=1606/2675, 4-28=-1397/2452, 27-28=3943/6548, 2527=1682/2819, 24-25=767/1588,8-24=-054/458,21-22=-625/442, 18-19=-380253,17-18=626/1077, 15.17=-635/1090 WEBS 3.30=2019/1313, 28-30=1914/3205, 3-28=2285/3813, 427=3859/2339, 6-27=366/830, 6-25=1514/1121,7-25=-550/963,7-24=-1036/616,9.24=87111494,9-22=1285/598, 10-22=735/1493, 19-21=-2637/1586, 10.19=2276/1407, 11-19=999/621, 11-18=-183/499, 14-18=817/592 NOTES- 1) unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat it; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C EMenor(2) -1-0-0 to 5-0-0, Intenor(1) 5-0-0 to 20-6-0. Exterior(2) 20-6-0 to 28-11-13, Interior(1) 28-11-13 to 30-6.0, Exterior(2) 30-6-0 to 38.11-13, Interior(1) 38-11-13 to 52-M zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1-60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load 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 chard and any other members, with BCDL = 10.0p rf. 7) Bearing at joint(s) 15 considers parallel to grain value using ANSI7TPI 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 1001b uplift atjoint(s) except Gt=lb) 2=581, 15=340, 21=698. i No39380 ' i Q•• * 4tj Thomas A. Albert PE 110.39380 Walk USA. Inc. FL Cart 6634 6904 Parke But Blvd. Tampa FL 33610 Date: July 25,2019 ®wANfONO.VeMy4 oparamsfvaantlNF/IDNOTESONTNISANDINOLUDEDIIOIIXREFER WPAGEW7MM. 1019210169EFOREUSE *� Design valid for use only with MrekW 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 venly the appliczbilly of design parameters and property incoMomle Nis design into Me pvemn Wain,desgn.BractngindiratedistopreventburtingofmdMdual Missweba&orchommembemonty. Aidtonaltempornyandpcommentbracing igaq Welk' Is always required for stability and to prevent collapse with possible personal mur, and propem, damage. For general guidance regaming Me frcernmon,storage, Mari erection and bracing of Misses antl Voss systems, see eNSVTPIf Cluddy Crrreda,DSB-99 and 6C51 Building Component 6904 Parke East Blvd. Saferylnformation avalable hem Tmss Prate Insulate, 218 N. Lea Street, Sule 31Z Alexandra, VA22014: Tampa, FL 36610 Job Tnlss Trvss Type Oty Ply T17694093 2019244-GROZA-YATES A02 Hip 1 1 Job Reference c ti0nal Builders First Source, Plant City, FL-32556, 8.240 s Jun 8 2019 MTek Industries, Inc. Thu Jul 2510:03:21 2019 She = 5.00 12 6x8 = 7 8 6 9 28 4x10MT20HS S e i 5 [2125 10 4 11 3x6 C 3x8 i 9• �a 12 3 1 2 21 ZO 18 17 16 19 28 15 fnE = Eye = Bx14Mr2011 = 24 23 2x4 It 2x4 II 2.50 12 27 4-it-N r 411-11 16.7-110 I 22_ 266-0 I 43 46-03 J I 571-0-0-0&7-03-07-9 Scale= 1:93S Sx12 = r 1 l$ ST1.Sx8 UP = Plate Offsets (X Y) - [5:0-e-O Edge] [7:0-5-4 0-3-0[ [11:0-5-0 Edge] [13:0-5-11 0-1-0] 116:0-7-00-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in floc) Vdeft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.47 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.8516-17 >596 180 MT20HS 1871143 BCLL OD ' Rep Stress Incr YES WE 0.69 Horz(CT) 0.27 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 346 to FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2'ExcepP TOP CHORD Structural wood sheathing directly applied or 2-3-0cc pur ins. 1-5: 2x4 SP No.2, 11-14: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or5-0-9 cc bracing. BOT CHORD 2x6 SP No.2 *Except* WEBS 1 Row at midpt 4.21. 9-18, 10-17 13-16,16-19: 2x6 SP M 26 WEBS 2x4 SP No.3'ExcepP 4-21: 2x4 SP No.2 REACTIONS. All bearings 8-10-12 except T=length) 13=0-8-0. (III)- Max Horz 2=200(LC 16) . Max Uplift All uplift 100 to or less at joint(s) 23 except 2=120(LC 8), 22=707(LC 12), 13=728(LC 13), 24=130(LC 12) Max Grav All reactions 250111 or less at joint(s) 2, 23,23 except 22=2184(LC 1), 13=1958(LC 1), 24=314(LC 23) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 3-4=98/451, 4-6=2708/1780, 6-7=2621/1817, 7-8=2662/1974, 8-9=2961/2037, 9-10=4273/2741, 10-12=-6946/4189, 12-13=-7207/4192 BOTCHORD 4-22=2074/1282,21-22=-419/260,20-21=1287/2408,18-20=1072/2341, 17-18=2168/3909, 16.17=3586/6317, 15-16=3798/6660, 13-15=3790/6645 WEBS 4-21=1541/2827, 6.21=446/409, 6-20=208/279, 7-20=138/279, 7-18=390/630, B-18=396/722, 9-18=1613/1147, 9.17=442/1001, 10-17=2554/1504, 10-16=786/1521 ���� `` MPS' A.,q< �% Q e NOTES- `J�{�;\GEN9 1) Unbalanced roof live loads have been considered for this design. No 39380' 2) Wind: ASCE 7.10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., *. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 4-11-11, Interior(1) 4-11-11 to 22-6-0, Exterior(2) 22-6-0 to 36-11-13, Interior(1) 36.11-13 to 52-0.0 zone; cantilever left and right exposed ;C-C for members and forces B MWFRS for reactions shown; T7- Lumber DOL=1.60 plate grip DOL=1.60 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4U O �.• ; 4) Provide adequate drainage to prevent water ponding. 5) All are MT20 unless otherwise indicated. -� � plates plates 6) All 4x6 MT20 indicated. �j� O plates are unless otherwise 7) This truss has been designed for a 10.0 bottom chord live load nonconcument with any other live loads. �/ SSA � SS_ psf %%% 8)' This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide fill %�% Will 0l between the bottom chortl and any other members, with BCDL = tO.Opsf. 9) Bearing at joint(s) 22, 13 Considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify Thomas A. Albanl PE Nd.39380 Capacity of bearing surface. Melt USA, Ina R. Cart 6634 10) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 to uplift at joint(s) 23 except gt=lb) 6904 Pallas East Blvd. Tampa R. 33610 2=120, 22=707, 13=728. 24=130. Date: July 25,2019 ®WARMNO-Ved/y doal9npanmrtan and BEAD NOTES ON MS AND INCLODEDAOTEN REFERENCE PAGE M703 rw. 10012015 BEFORE ME valid for use ontywiN MTekS cmmecions. This design is based any uponparameters shown, and is for an individual building condemns, not Mal'Design a have system. Befam use, the building designer must vedythe applicabiliy of design parameters and propertyInwryorrte this design into the overall buildingdeslgn. SmtingiMiatedistopmventbucVngofindmdualtmsswebenNorrdoMmemberscny.Motors] temporary and permanent bracing MiTek' Is always required for subigty and to prevent collapse win possible personal injury end propeM damage. For general guidance regarding the fabrication. usual delivery, eretllon and bracing of busses and truss syslemf,see ANSI//P11 Quality Crkerlo, DS& 9 and SCSI Building Component 6W4PeAe East M. Sareo lnformafion available fmm Tmss Plate Instude, 218 N. Lee Street, Suie 312, Mexandna, VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply T17694094 2019244-GROZA4ATES A03 Hip 3 1 Job Relerenceo riflonalft plunders-ust bourse, nant idly,"-oedbo, -,.i,aun oeultlm,.n,n.ustnes,nla mu aiu,. ipY.]:cJ CVm Scale: lit =1' 6x8 - 5.00 12 6x8 = . 7 8 bx6 i fi 6 9 4xe -- 3x8 4x8 i 28 27 6x12 MT20HS VJB -- as 5 24 10 4,001,111 3x8 4 11 12 4x10 MT20HS C r 13 3 28 3 k t 2 Sx8 = ZL 21 419 14 f�g 18 17 t6 15 t At C WO= 4x8 = 5xe = 5x6 = exl4 MT20HS = or-il9 STl.Sxe STP = 25 24 2x4 11 ST1.5x8 STP = 4x6 = 2x4 It ST1,5xe STP = 4x8 = 1 Oxt6 Mi20H5 c 2.50 12 7x10 = 4x10 MT20HS = 494 &7-6&1 12 164-23b0 2]GO 34-46 40.8-13 440-0 51-0.0 49-0 3-10.2 0. 7-&1410 610E 40.0 6.10.6 6-0-] 3-33 Plate Offsets(XV)- [5:0.3-0Etl e] p'05-40.3-0] [11'0.6-0Ed e] [14'1-11-60.2-0] I14'0-6-100.5-3] [17'0.7-00.5-0] [22'0.3-80.381 [24:OS00-4-12] LOADING (psf) SPACING- 2-0-0 CS]. DEFL in (Ioc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(ILL) 0.57 17-18 >884 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.97 17-18 >522 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.88 Hom(CT) 0.34 14 n/a ma BCDL 10.0 Code FBC2017rTP12014 Mai Weight: 361 to Ff=20% LUMBER. BRACING - TOP CHORD 2x6 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 1-7-8 cc purling. 1-5: 2x4 SP NSA, 11-15: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-0-1 oc bracing. BOTCHORD 2x6 SP No.2*Except' WEBS IRow at ill 4-22. 6-21,9-19,10-18 14-17,17-20: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except' 4-22: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Right 2x6 SP No.24-4-15 REACTIONS. Ob/size) 2=332/0-8-0, 14=237310-8-0, 24=305210.6-12 Max Hoe 2=-208(LC 13) Max Uplift 2=-178(LC 8), 14=773(LC 13), 24=875(LC 12) Max Grav 2=364(LC 23), 14=2373(LC 1), 24=3052(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (to) or less except when shown. TOPCHORD 2-3=281/311,3.4=111/484,46=3809/2149,6-7=3889/2232, 7-8=374712303, 8-9=4151/2379, 9-10=5808/3241, 10-12=8964/4817, 12-14=8946/4713 BOT CHORD 23-24=-2834/1478, 4.23=-271811490, 22-23=429/274, 21-22=-1636/3429, 19-21=-1433/3498, 18-19=2639/5330, 17-18=4177/8191, 16-17=-0286/8309, , ' q�,/ 14-16=-0272/8284 WEBS 3.24=490/350, 4-22=-1918/3901, 6-22=651/489, 6-21=42/324, 7-19�91/681, ,,,C,r` A- `� `^PS' III 19=4g19=1934/1289, 9-18=475/1177, 10.18=-3034f1632, 10.17=855/1785, BZ `� O e EN S+'. q2/Ili 52/273 :����. •�.Q Z No 39380 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf h=1511; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exledor(2)-1-0-0 to 4-9.4. Interior(1) 4-9-4 to 23-6-0. EMenor(2) 23-6-0 to 35-11-13, Interior(1)35-11-13to52-0.0zone; cantilever left and right expdsed;C-Cfor members and forces BMWFRSfor reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 i9•7411Z 4(j 3) Provide adequate drainage to prevent water ponding._••Ofi��PtNZ,� 4) All are MT20 unless otherwise indicated. �? plates plates • , • truss has been bottom chord lve load with ny other loads. for tal0'�veloadaf S/ONA%E�.% whereallve hisWsshasbeentlesgnedfoned 6) Tls O.Opsfonsf thebotlomchardmallareasnt rectangle3-6-Otallby2-0-0wide will fit between the bottom chord and any other members. - 7) Bearing at joinl(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Thomas AMarl PE Nb.39380 capacity of bearing surface. MiTek USA l= FL Cart 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift atjoint(s) except Ut=lb) 69D4 Parke East BIyd.7ampa FL 33610 2=178, 14=773, 24=875. Date: 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10. 11, 12, 13. 14, 15, 16, 17, 18. 19, 20. 21, 22, 23, 24. 25, 26 hasihave been modified. July 25,2019 ®WANNING-VodlydWgnpa ot4 andB NOTESONTMSANDWMWEDM/fEKR6ERENCEPAGER 7M3 f6'W 05BEFOREBSE. Design valid for use onywith MiTek®cannecum. This design is based cry upon parameters crown, and is for an hi building component, not MY a toss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design into the aweigh binding design. Bradmg mounted Is to prevent buckling of indMdual truss web ani chord members only. Addttional temporary and permanent bracing MiTe!k7 Is always required for stability and to prevent collapse wall possible personal injury and property damage. For general guidance regarding 0e fabrication, storage, deWery, erection and bmcing oftrusses and Voss systems, see ANSIIrell Qualify Candi DSB49 and SCSI Building Component 6904 Parkast BlW. Selefyfnformaffon av Mble from Toss Plate Ins ute, 218 N. Lee Street, Sufte3lZ Alemndda, VA22314. Tampa. FL 36610 Job Truss TWSS Type Oly Ply T17694094 2019244-GROZA-VATES A03 Hip 3 1 Job Reference (optimal) Builders First Source, Plant City, FL-32566. 8.240 s Jun 8 2019 MRek Industries, Inc Thu Jul 2510.03:23 2019 Page 2 ID'ajWjtFgeUEpwgykERXAM7ylE4v-0IQEHgJIAOIOamVaJjgkUlZGugpOOTs2 dylUyuZ32 NOTES. 10) Hangers) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 400 Ito down and 311 Ito up at 23-6-0, and 400 lb dawn and 311 lb up at 27-6-0 on top chord. The design/selection of such Connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (S). LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-7-70, 7-8=130(F=60), 8-15=70, 2-24-20, 17-23=20,14-17=20 Concentrated Loads (Ib) Vert:7=-400(F) 8=-400(F) 2) Dead +0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-7=60, 7-8=120(F=60), 8-15=60, 2-24=20, 17-23=20, 14-17=20 Concentrated Loads (Ib) Vert: 7=356(F) 8=356(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-7=30, 7-8=90(F=60), 8-15=30. 2-24=410, 17-23=-40, 14-17=40 Concentrated Loads (lb) Vert: 7=311(F) 8=311(F) 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=133, 2-3=80, 3.7=54, 7-8=14(F=60), 8-27=80, 1427=54, 1415=43, 2-24=10, 17-23=10, 1417=10 Horz: 1-2=141, 2-3=88, 3-7=63, 8-27=88, 14-27=63,14-15=51 Concentrated Loads (Ib) Vert: 7=311(F) 8=311(F) 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase cl.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=43,2-26=54, 7-26=80,7-8=14(F=60),8-28=54, 14-28=80, 14-15-133, 2-24=-10, 17-23=-10, 14-17-10 Horz: 1-2=51, 2-26=63, 7-26=88, 8-28=63, 14-28=88, 14-15=141 Concentrated Loads (Ib) Vert: 7=311(F) 8=311(F) 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plg Vert: 1-2=11, 2-7=61, 7-8=114(F=60), 8-W-61, 1415=-49, 2-24=20, 17-23=-20, 1417=20 Harz: 1-2=19, 2-7=31, 8-14=-31, 1415=19 Concentrated Loads (Ib) Vert: 7=-359(F) B=359(F) 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Inuease=1.60 Uniform Leads (pig Vert: 1-2=A9, 2-7=61, 7-8=114(F=60), 8-14=-61, 1415=11, 2-24=20, 17-23=20, 1417=20 Horz: 1-2=19, 2-7=31, 8-14-31. 14-15=19 Concentrated Loads (lb) Vert: 7=-359(F) 8=359(F) 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left Lumber Increase=1.60, Plate Inuease=1.60 Uniform Loads (pit) Vert: 1-2=59, 2-7=32, 7-8=13(F=60), 8-14=33, 14A5=22, 2-24=-10, 17-23=10, 1417=-10 Horz: 1-2=67, 2-7=-41, 8-14=41, 14-15=30 Concentrated Loads (lb) Vert: 7=166(F) 8=166(F) 9) Dead +0.6 MWFRS Wild (Pos. Internal) Right: Lumber Increase=1.60, Plate Inuease=1.60 Uniform Loads (pig Vert: 1-2=22, 2-7=33, 7-8=13(1`=60), 6-14=32, 14-15=59, 2-24=10, 17-23=10, 1417=10 Horz: 1-2=30, 2-7=41, SA4=41, 1415=67 Concentrated Loads (Ib) Vert: 7=166(F)8=166(F) 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-1, 2-7=12, 7-8=57(F=60), 8-14-12, 14-15=0, 2-24=-20, 17-23=20, 14-17=20 Horz: 1-2=29, 2-7=18, 8-14=18, 14-15=30 Concentrated Loads (Ib) Vert: 7=273(F) 8=273(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert 1-2=0, 2-7=12, 7-8=57(F=60), 8-14=12, 14-15=1, 2-24=20, 17-23=20, 14-17=20 Horz: 1-2=30, 2-7=18, 8-14=18, 14-15=29 Concentrated Loads (Ib) Vert 7=273(F) 8=-273(F) 12) Dead +0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=36, 2-7=47, 7-8=33(F=60), 8-14=27, 1415=15, 2-24=-10, 17-23=10, 14-17=10 Horz: 1.2=44, 2-7=56, B-14=35, 14-15=24 Concentrated Loads (to) Vert 7=166(F) 8=166(F) 13) Dead +0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 continued on Does 3 ®wauhave-welt,doslgnperdmefen 4nof A xOras ON MSANOrNCLUDEDAOrIXRFPERENCEPAGEW74ydnv. l4'dl/IdfSBEFORE USE *�- Na gn valid for use only with Meek® connectors. This design is based only upon parameters shown, and Is for an individual budding component not p`•�Y[� a buss Spleen. Before use, the building designer must verily no appllrabilify of design parameters and properly inmryordte this design Into the overall building desgn. Bmchg indicated is to prevent bucMmg of idecMdualmss web andlar MON members only. Additional temporary and Permanent treeing MiTeK k always required for stebiNy and to prevent cohapse with possible personal injury and property damage. Fergeneml guidance regaining the fabdcalon, storage, delivery, ereaion and bradng of trusses and truss systems, sea ANSUIPIf Duality Corona, OS049 lnd BOSI Building Component 6904 Parka East BIW. Sorefyinformismas available imm Tmss Plate Ins2We, 2f 8 N. Lee Street, Sutle312, Ateaandda, VAM14. Tampa, FL 36610 Job Truss Truss Type City Ply T17694094 2019244-GROZA-YATES A03 Hip 3 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 2510:03:23 2019 Page 3 ID:aISN1FgeUEpwgykERXAM?ylE4v-OKZEHgJ IA010aunVaJfgkUIZG09pOOTs2_dylUyuZ32 LOADCASE(S) Standard Uniform Loads (plf) Vert: 1-2=15, 2-7=27, 7-8=33(F=60), 8-14=47, 14-15=36. 2-24=10, 17-23=10, 14-17=-10 Hoe: 1-2=24, 2-7=35, 8-14=56, 14-15=44 Concentrated Loads (b) Vert 7=166(F)8=166(F) 14) Dead +0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Incease=1.60 Uniform Loads (plf) Vert: 1-2=36, 2-7=47, 7-8=33(F=60), e-14=27, 14-15=15, 2-24=10, 17-23=10, 14-17=10 Horz: 1-2=44, 2-7=56, 8-14=35, 14-15=24 Concentrated Loads (lb) Vert: 7=166(F)8=166(F) 15) Dead +0.6 MWFRS Wind (Pos. Internal) 4lh Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-7=27, 7-8=33(F=60), 8-14=47, 14-15=36, 2-24=-10, 17-23=-10, 14-17-10 Hoe: 1-2=24, 2-7=35, 8-14=56, 14-15=44 Concentrated Loads (lb) Vert: 7=1166(F)8=166(F) 16) Dead +0.6 MWFRS Wind (Neg. Intemal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=14, 2-7=3, 7-8=78(F=60), 8-14=18, 14-15=-6, 2-24=20, 17-23=-20, 14-17=-20 Harz: 1-2=44, 2-7=33, 8-14=12, 14-15=24 Concentrated Loads (lb) Vert 7=273(F) 8=-273(F) 1T) Dead +04 MWFRS Wind (Neg. Internet) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-7=18, 7-8=78(F=60), 8-14=3, 14-15=14, 2-24=20, 17-23=20, 14-17=20 Horz: 1-2=24, 2-7=12, 8-14=33, 14-15=44 Concentrated Loads (lb) Vert: 7=273(F) 8=-273(F) 18) Dead: Lumber Increase=0.90, Plate Incre3se-0.90 Pit. metal=0.90 Units" Loads (pil) Vert: 1-7=30, 7-8=90(F=60), 8-15=30, 2-24=-20, 17-23=-20, 14-17=20 Concentrated Loads (lb) Vert 7=222(F) 8=-222(F) 19) Dead +0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. Inl) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plf) Vert: 1-2=38, 2-7= 47, 7-8=95(F=60), 8-14=-46, 14-15=-38, 2-24=20, 17-23=20, 14-17=20 Horz: 1-2=22, 2-7=13, 6-14=14, 14-15=22 Concentrated Loads (Ib) Vert 7=394(F) 8=394(F) 20) Dead +0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert 1-2=38, 2-7=-46, 7-8=95(1`=60), 8-14=-47, 14-15=-36, 2-24=20, 17-23=20, 14-17=-20 Horz: 1-2=22, 2-7=14, 8-14=13.14-15=22 Concentrated Loads (Ib) Vert 7=394(F) 8=394(F) 21) Dead +0.75 Roof Live (bat.)+0,75(0.6 MWFRS Wind (Neg. Intl 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2-7=35, 7-8=-111(F=60), 8-14=-51, 14-15=42, 2-24=-20, 17-23=-20, 14-17=-20 Horz: 1-2=33, 2-7=25, 8-14=9, 14-15=18 Concentrated Loads (lb) Vert: 7=394(F) 8=394(F) 22) Dead +0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. lint) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=42, 2-7=51, 7-8=111(F=60), 8-14=35, 14-15=27, 2-24=20, 17-23=-20, 14-17=20 Horz: 1-2=18, 2-7=9, 8-14=25, 14-15=33 Concentrated Loads (lb) Vert: 7=394(1`) 8=394(1`) 23) let Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-7=70, 7-8=130(F=60), 8-15=30, 2-24-20, 17-23-20. 14-17=20 Concentrated Loads (Ib) , Vert: 7=-400(F) 8=400(F) 24) 2nd Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform, Loads (plf) Vert: 1-7=30, 7-8=130(F=60), 8-15=-70, 2-24=-20, 17-23=20, 14-17=-20 Concentrated Loads (Ib) Vert: 7=400(F) 8=-400(F) 25) 3rd Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-7=60, 7-8=120(1"=60), 8-15-30, 2-24=-20, 17-23=20, 14-17=20 Concentrated Loads (lb) Vert: 7=356(F) 8=356(F) 26) 4th Dead +0.75 Root Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-7=30, 7-8=120(F=60), 8-15=60, 2-24=-20, 17-23=20, 14-17=20 continued on came 4 ®WARNING-Vorsyded/Mi,anumfer, andREAO NOTES ON THISANOINCLN0EDA TEKREFERENCEPAGEN1y4`M w, fdHi/[OfSBEFORE USE ' Design valid foruse onywah Wek® connectors. This design is based only upon parameters shown, and is foran individual building component, not a haw system Before use, me building designer muetvery Me apppcebi6y of design parameters and properly inooryorate this design into the overall b,4lorgdesign. among Indicated b to ofindivlGual mass web anNordmrd members day. Additional temporary and permanent bracing MiTek' preventbuckfmg is always regu'ved for stabildy and to prevent milepost with Possible personal Injury and property damage. For general guidance regan ing Me rabAwtion, storage, delivery, among and bracng of bussesand buss systems,see ANSI7FPrf Gualiy cathode, DSH49 and SCSI Building Component 6904 Parke East BIW. Wefylnlormaflon available fmm Tmss Plate Institute, 218 N. Lee Street, Sude 31Z Alexandria, VA22314. Tampa, FL 36510 Job Truss Truss Type Oty Ply T77694094 2019244-GROZA-YATES A03 Hip 3 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566, LOADCASE(S) Standard Concentrated Loads (lb) Vert 7=356(F) 8=-356(F) 8.240 s Jun 82019 MTek Industries, Inc. Thu Jul 25 10:03:23 2019 Page ID:ayVjtFgeUEpwgykERXAM7ylE4v-OIQEHgJIAOIOaunVaJjgkUIZGu9pOOTs2 dylUyuZ32 ®WARNING-VerilydDympua t.cod READ NOTES ONTIOSANDDICLWED M1D(REEE1gNCEPAGE4 7M m.10'0.T2016 BEFOREUSE Design vale for use only wM MTeh®connectors. This design Is based any upon parameters Shown, and Is for an individual building component, net a tress system. Before use, the building designer must very the applicability of design parameters and property Incorporate 0IS design into Me overall buildingdesign. Brazing imLcotetl is to prevent buckling of NdMdual Wssweb anNdr Nob members ony. Additional temporary and sonarent bracing MiTek' is sways required for stability and to prevent wilapse with possible personal injury and property damage. For general guidance regarding Me rabGcetion, Storage, delivery,erection and badng of trusses and Muss Systems. See ANSVIPI1 Duality Cared., OSB89 and BCS1 Buffaing Component e904 Parke East Blvd. Saletylnlonnadon available Imm Tress Plate InslbNe, 218 N. Lee Slaet, Euile 312, Aleundra, VA73J1a. Tampa, FL 36310 Jab Truss Truss Type Oty Ply T17694095 2019244-GR07A.YATES A04 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 6x8 = 5.00 12 • 6x8 = 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 25 10:03:25 2019 W2 13 Style: 118-=1' 14 TJ IN _ a ST1.5xe STP = 24 23 w,L'V 'LV"V 2x4 II ST1.Sxe STP = 2x4 II ST1.54STP = 7x10 = z50 12 194 a7-6e-144,11z 1s-7-1a I z3-oa 2o-o-0 + 3a-as 4aa1a 4ao-o 51-ao ago b1a2 a3-0 7- sa-s 5-" s-4-s 3-a3 7-a0 Plate Offsets(X,Y)- 15:0-3-0Edge] [7:0.5-401 [11:0-5-0Edge] [13.0-5-111)1 ry6:0-6-00441[23:0-5-00-4-8I LOADING (psU SPACING- 2-0-0 CSI. DEFL. in (lac) Vdeg Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Ven(LL) 0.46 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0A516-17 >596 180 MT20HS 187/143 BCLL 0.0 Rep Stress lncr YES WB 0.69 Horz(CT) 0.27 13 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matric-SH Weight: 349 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purling. 1-5: 2x4 SP No.2, 11-14: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 44.3 oc bracing. BOT CHORD 2x6 SP N0.2 *Except* WEBS 1 Row at midpt 4-21. 9-18, 10-17 13-16.16-19: 2x6 SP M 26 WEBS 2x4 SP No.3*Except* 4-21: 2x4 SP No.2 REACTIONS. (lb/size) 2=34210.8-0, 13=1958/0-8-0, 23=2416/0.6-12 Max Ham 2=204(LC 13) Max Uplift 2=176(LC 8), 13=-732(LC 13). 23=-812(LC 12) Max Gmv 2=379(LC 23), 13=1958(LC 1), 23=2416(LC 1) FORCES. fib) -Max. CompJMax.Ten.-All forces 250(Ib) or less except when shown. TOP CHORD 2-3=316/310, 34=109/448, 4-6=2713/1759, 6-7=2604/1780, 7-8=2576/1907, B-9=2875/1957,9-10=-4280/2709, 10-12=6965/4144,12-13=-7211/4146 BOT CHORD 22-23=2195/1263, 4-22=-2087/1278, 21-22=410/294, 20-21=-1273/2415, 18-20=1032/2317, 17-18=2141/3914, 16-17=3543/6337, 15-16=3756/6665, 13-15=374716649 WEBS 3.23�49 1179,9-17=-429/1011, FAQ -18 3781596.818=-4OlnD459- 82116 810017=25 00/1487, .. S'A 411524 E NSF•'9Z�,��i NOTES- `,,,'`�••�•\C 1) Unbalanced roof live loads have been Considered for this design. No 39380 2) Wind: ASCE 7-10; Vult=170mph (3second gust) Vasd=132mph; TCDL=4.2psf, BCDL=S.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C EMedor(2) -1-0-0 to 4-94, Interior(1) 4-9-4 to 23.0-0, Extedor(2) 23-0-0 to 36-5.13, Interior(1) 36.5-13 to 52- Ozone; cantilever left and right exposed;C-C for members and forces B MWFRS for reactions shown; = Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending, F ••. 411 Z 4) All plates are MT20 plates unless otherwise indicated, 5) All plates are 46 MT20 unless otherwise indicated. Q ••, �[/` 101 OR 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl 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 0 . I a. 1. Sip . N A� will fit between the bottom chord and any other members, with BCDL=10.Opsf. - ��ttf 1k,1��`` 8) Beading atjoint(s) 13 Considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. Thomas A Albert PE No.39380 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except jt=1b) MiTek USA, Inc. FL Cart 6634 2=176, 13=732, 23=812. 6904 Parke East Blvd. Tampa R.33610. Dale: July 25,2019 AWAalgNQ-Vedrydesl, par tans, ersdBEAO NOTES ON CMS MD WCLU0E06trgsel ERENCE PAGE FOf-TnJ.. 10003VIS BEFORE USE � Design valid for use only with MTek®oonnectms. This design Is based a* upon parameters shown, and Is for an individual building component not �p incorporate this design into the overall a truss system. Before use, the building designer mustveRy the applicxbiNyd/ design parameters and properly incorporate bdongdesgn. Bracing indicated is to prevent buGling of lndMdual truss web andlor mod members only. AdditionallemporeryandpermanentbraUng -•Y MOW is always required for stabiliy and to prevent collapse with possible personal injury and prepedy damage. For general guidance rehandling the fabrication. storage. delivery, erection and among oftusses and truss systems, see ANSUTPN Quality Criteda, DSBA9 and SCSI Building Component 6904 Parka East Blvd. Sain rylnrormaffon available from Truss Plate Inst4ute. 218 N Lee Sli Suite 312, Alexandra, VA 22314. Tampa, FL 36510 Job Truss Truss Type Qty Ply T176NO96 019244-GROZA-YATES A05 Hip 1 1 Job Reference (optional) wunaers hirst Jounce. Plant Ulty, hL- JZObb, O.L4V 5 Jun O ZUIW Mir eK Industries. Ind. I rill JUI ZJ IV:UJ:ZO dOro Pagel J. ID:aWIiFfIeUEP gykERXAM?ylE4v-RvENviLATLhbRLW4GRHNM6w6d56PDIElky¢LpyuZ37 -14a11nt �3-11-1 80 21-0-0 I25-6-0 30.0 F38-0A 40A-133 a-0 50.11-0 1.4 aa0 e-11-o Scale: 1I8•=1' 500 12 8 Sx8 25 5 4 3x6 i 3 2 1 3x12 MT20HS =21 ST1.54 STP = 24 23 5x8 = 2x4 11 ST1.5xS STP = 7x10 = 6xe = ads = 7, 8 927 20 30 19 31 18 Sx8 = Sx8 10 3,13 C 28 11 12 � 13 29 Sx12 = 14 c 1] t8 15 Iv 8 2x4 I Si1.5xe STP 250 12 I I 41t-1t 8-7-684 12 14-8-0 2111 ?0.0-0 36-0-0 40.&13 4441-0 50.11-0 r tiann I a.e.r, es-13 zya e.1t-0 Plate Offsets(XY)- 15'0-3-0Edgej [11'0.3-0Edg ] [14'D-4-110.1-21 [16'0.7-00.S0j [21'0.&80-2-8] [23'0.5-OD4-12] LOADING (pso SPACING- 2-&0 CSI. DEFL. in (too) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.62 Vertl 0.48 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 1.00 Vert(CT) -0.8516-17 >594 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress [nor YES WB 0.88 Horz(CT) 0.29 14 l n/a BCDL 10.0 Code FBC2017/TPI2014 Monti Weight: 3411b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2'ExcePP TOP CHORD Structural wood sheathing directly applied or 2-3.15 oc purling. 1-5: 2x4 SP No.2, 11-14: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. BOTCHORD 2x6 SP No.2'Except' WEBS 1Raw at midpt 4.21,10-18 14-16: MSP M26 WEBS 2x4 SP No.3'ExcepV 4-21; 2x4 SP No.2 REACTIONS. (Holsize) 2=298/0.8-0, 14=1853/0-7-0, 23=2469/0-6-12 Max Holz 2=197(LC 16) Max Uplift 2=-156(LC 8), 14=-651(LC 13). 23-795(1_13 12) Max Grav 2=341(LC 23), 14=1853(LC 1), 23=2469(LC 1) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 3-4=-127/524, 4.6=2406/1662, 6-7=2649/1845, 7-8=-2376/1809, 8-9=-2914/2152, 0-10=3225/2211, 10.12=-4752/3126, 12-13=-6756/4212, 13.14=7199/4329 BOT CHORD 22-23=-2245/1374, 4-22=2137/1367, 21-22=686/486, 20-21=1257/2158, 18-20=1415/2735, 17-18=2591/4387, 16-17=3582/6076, 15-16=3952/6656, 14-15=3941/6640 WEBS 4-21=-1767/2938, 6-21=.688/552, 6-20=62/402, 7-20=359/599, 8-20=754/550, 8-18=188/403, 9-18=-469/811, 10.18=174911269, 10.17=-487/1018, 12-17=1918/1138, 12-16=914/1578, 13-16=-361/423, 3.23=509/377 NOTES- 1) Unbalanced roof live loads have been Considered for this design. N O 39380- 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; ExpaC; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exte riar(2) -1-M to 4-11-11, Interior(1) 4-11-11 to 21-0-0, Exterior(2) 21-0-0 to 29-5-13. =7f Interior(l) 29.5-13 to 30.0.0, Extedor(2) 30.0.0 to 38-5.13, Interior(1) 38.5-13 to 50-7-8 zone; cantilever left and right exposed ;C-C =C for members end forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 = -13 Z 3) Provide adequate drainage to prevent water pan ding. �, (C/ . 4) All plates are MT20 plates unless otherwise indicated. 5) All are 4x6 MT20 unless otherwise indicated. i ��a �i�'nx Q;� plates �• ( Q �j-` 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. - •. •. • •1G\ 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•.. ��� !I�y�b N A; xnll 0t between the bottom chord and any other members, with BCOL=10.Opsf. ,,���� 8) Bearing at joints) 14 considers parallel to grain value using ANSli I angle to grain formula. Building designer should verify Capacity of bearing surface. Thomas A Albanl PE No.39380 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjoint(s) except ( ita) Wilk USA.dne. FL Carl 6634 2=156, 14=661, 23=795. 6904 Parke East9lvd. Tampa FL 33610 Date: July 25,2019 ®WpRIdNO•VerMyEaslgnparammfanantl RFAO Na16ONT1as ANOWCLUUED dOTEKRFFERENCE PACE M1I0.]Ad m.fAD3001$BEFORE USE Design valid broad onyw ih Mlrek® conneclats.Tbis design Is based ony upon parameters shown, and is far an individual building component, not ��' a Voss system. 9ebre use, the building designer must verify Me spplicabillty of esign parameters and property incorporate this design Into Me overa l buivingdesign. Bracing indicated is to prevent bucking of lndMdual trues web andlor choN members only. Additionaltenexaryandpermanentlamcing MOW is akvays required for stability and to prevent collapse wiOl possible personal injury and properly damage. For general guidance regarding the fabrication,Morass. dervery,election and bracing oftmsses and truss systems. sea auSloplf Ovadly CCdfede, DSSa9 and SCSI aWlding Component 6904 Parke East Blvd. Sorely Inyarmaflon available from Truss Plate Institute, 218 N. Lee Street, Sued312. Alexandria, VA 22314. Tampa. FL 36610 Job Tuss Truss Type Qty Ply T17694097 2019244-GROZA-YATES A06 Hip 1 1 Job Reference o tionai Builders First Source, Plant City, FL-32556, e.24U s Jun 52019 MITek Industries, Inc. Thu Jul 25 10:03:25 2019 5.00 12 6xB = 2r4 II Bx8 = 7 28 8 29 9 ST1.Sx8STP = 25 24 2x4 II ST1.5a8 STP = 7x10 = Sx5 = Sx8 = 2x4 11 250 12 Scale =1:98.0 STt.Sxe STP = Sx12 LOADING (pal) SPACING- %0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0Rep Stress lncr YES BCOL 10.0 Code FBC20177TPI2014 CS'. TC 0.63 BC 0.59 WB 0.99 Matrix-SH DEFL. Verf(LL) Vert(CT) Horz(CT) in (loc) DdeO L/d 0.47 16-17 >999 240 -0.80 16-17 >628 180 0.26 .14 n/a nia PLATES MT20 MT20HS Weight: 3431b GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2'Except' TOPCHORD Structural wood sheathing directly applied or 2313 oc purlins. 1-5: 2x4 SP No.2, 11-14: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-0-1 oc bracing. BOT CHORD 2x6 SP No.2'Except' WEBS 1 Row at midpl 4-22, 9-19 14-16,16-20: 2x6 SP M 26 WEBS Zx4 SP N0.3'Except- 4-22: 2x4 SP N0.2 REACTIONS. (Ib/size) 2=30610-8-0, 14=185410-7-0, 24=245910-6-12 Max Holz 2=180116) Max Uplift 2=156(LC 8), 14=-642(LC 13), 24=757(LC 12) Max Grav 2=342(LC 23). 14=1854(LC 1). 24=2459(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=109/487, 4-6=2398/1650, 6-7=2651/1668, 9-10=3601/2477, 10-12=4729/3146, 12-13=6768/4316, 13-14=7204/4414, 7-8=3188/2291, 8-9=3188/2291 BOT CHORD 23-24=2235/1393, 4.23=2122/1385, 22-23=630/456, 21-22=1226/2144, 19-21 =1 228/2390,18-19=1792/3302, 17-18=2581/4362, 16-17=3683/6091, 15-16=-4031/6660, 14-15=4020/6645 WEBS 4-22=167912866, 6-22=-702/537, 6.21-1491462, 9-18=680/1095, 10-18=145311076, 10.17=-541/1016, 12-17=1963/1252, 12-16=-911/1576. 13-16=356/414, 3-24=505/374, 7-19=-738/1144, 8-19=500/504 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=151i Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and G-C Exterior(2)-1-0-0 to 4-11-11, Interior(1) 4-11-11 to 19.0-1, Exderior(2) 19-0-1 to 27-5-14, Interior(() 27-5-14 to 31-11-15. Exterior(2) 31-11-15 to 40-7-1, Intenor(1) 40-7-1 to 50-7-8 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 por ding. 4) All plates are MT20 plates unless otherwise indicated. 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 20.0ps/ on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will 8l between the bottom chord and any other members. 8) Bearing at joints) 14 considers parallel to grain value using ANSIITPi 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=1b) 2=156. 14=642, 24=757. Date: No 39380' July 26,2019 ®WANMNO-1MNy4Wltn penmafe.mmedAEIIDNde6 oN asedonly upon Parameters arAg4747d ending component, ompoUSE �■■ Design vasehr use use, nMmek®g designer must ur ry b based only up onparametersmown,ene®(ar ancigivitlualhurtlingcomponent.not a truss ryricm. Farm ci use, ma building designer bmust g of in Vre eppliwss web design parameters one properly inmryorem this design into the nt shot is always required forsgiility andand is o prevent eapse win losMeuar Was webay am poremembers mage..rgenral lemporzryane permanent 5racing MiTek' isalwaornst irag, derneilM anetoprevenr cing oftr possible truss sonal ystems. ry see property damage. Fahey oh g.,Edla89 regarding faSen, ledg9orage, Oesvery,e fornnanduss Plaungofble,21 one Wsssystems.s 31 ANSY1111 Cefede, daad9 one BC5l Building Component 6904 RL 6as161M. aa(eryln(ormaf(an avala5le from Truss Plate Insteule, 218 N. Lee Slreel, Suds aft, Alexanena, VA22314. Tampa, Fi 36610 Job Truss Truss Type Oy Ply T17694098 2019244-GROZA-YATES A07 Hip 1 1 Jab Reference (optional) builders rino s0u69, rlant ldry, t•L- JZbbb, axe = 2x4 II 7 7x10 = 9 o.<ru5aun oLultlmueRtnausmes,mc. trio Jul"w:uJ:<tl fine = 9 Scale=1:980 ST1.5xe STP = 23 22 — 2x4 I ST1.5x85TP = 4xe = 2x4 II ST1.5xe STP = W2 Wo = 250 12 1-11 1 67-(58 2 17-0-1 21-00 22- lq 26M 11000 3111-15 I 40613 4400 50.11-0 Plate Offsets(XY)— [4'0-3-0Etl e] [6'0.5-80.3-0] [8)0-5-00-4-B] [9'0-580-4-41 [11'0-5-OEd e][73'03-7Edg) [15'0-7-00-0-12] [22'0-5-00-4-121 V LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(L-) 0.51 15 >995 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.8715-16 >582 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.28 13 Na n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 3391b FT=20% LUMBER - TOP CHORD 2x6 SP No.2 *Except' 1-4: 2x4 SP No.2, 11-13: 2x4 SP M 31 BOTCHORD 2x6 SP No.2 *Except* 18-15,15-18:2x6 SP M 26 WEBS 2x4 SP Ne.3 *Except' 5-20: 2x4 SP No.2 REACTIONS. (lb/size) 2=317/0.8-0, 13=1857/0-7-0, 22=2446/Q6-12 Max Horz 2=163(LC 16) Max Uplift 2=-152(LC 8). 13= 620(LC 13), 22=756(LC 9) Max Grav 2=346(LC 23), 13=1857(LC 1), 22=2446(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied or 235 oc purlins. BOTCHORD Rigid ceiling directly applied or 4-3.12 oc bracing. WEBS 1 Row at midpt 5-20.10-16 FORCES. (lb) -Max. CompJMax.Ten. - All forces 250(I1a) or less except when shown. TOP CHORD 3.5=-74/408, 5.6=2712/1741, 9.10=3125/2712, 10-12=6960/4525, 12-13=7198/4469, 6-7=-341 V2385, 7-8=3410/2385, 6-9=-3856/2654 BOTCHORD 21-22=-2260/1475,5-21=2152/1498,20.21=399/269,19-20=1201/2367, 17-19=-2127/3855, 16-17=2104/3782, 15-16=3932/6344, 14-15=4075/6648, 13A4=4069/6636 WEBS 5-20=-1449/2738, 6-20=-348/348, 9-16=-563/1027, 10-16=2727/1940, 10-15=-828/1499, 3-22=-405/284, 6-19=936/1448, 7-19=-408/407, 6-19=639/369, 9-17=152/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132ni TCOL=4.2psf; BCDL=5.Opsf; h=15R; Cal. II; Exit C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 4-11-11, Interior(1) 4-11-11 to 17-0-1, Exterior(2) 17-0-1 to 25.5-14, Interior(1) 25.5-14 to 33-11-15, Exterior(2) 33-11-15 to 42-5-12, Intenor(1) 42-5-12 to 50-7-8 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 pending. 4) All plates are UT20 plates unless otherwise indicated. 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) Bearing at joint(s) 13 considers parallel to grain value using ANSUTPI I angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except 0t=lb) 2=152,13420,22=756. 0111111111111, 1 S • 9 ��. No 39380 le i t7 ' 1i. i,N 4 O R (� • �N,p Thomas kildbanl PE No.39380. Mifek USA Inc. FL Carl 6634 69D4 Parka East Blvd. Tampa FL'33610 Data: July 25,2019 DeWARMAro- OEerOTEKR AID-7473 rev.1Ne3 eeFORE USE paam4fcometlREAUK0T60Nbase *� con, andCEPAGe use onlywth onlyupon mpo esig er must Design a based only upon parameters shown, and p for an orportlual bunting component not MITek®g designer Design cyst for use re use. Me a Wsssystem.Braciuse,me5oiltlito dewnermustverifyoMapPllrunwof design dmparametersantl pmDeMImcrat teem mganet d We1(moverall 4 ilgwris rsyrtd Mrstaiildyand is Cowart prepnt kfngof ossible pWonwebur,and pmpe"damage.ers .rgemeral tempoi,rega0 permanenl0rafing ra aiicaysfequitag Iorstabilityantl to and r4collapsewnhsand tepersonalinjuryantl OmpeMDamage. Fatgeneralda,Dce89 apt Di Ne CrKeda, DSed9 antl Diced Building Component Ia5nryinfor alrom 4errveryry,eMim Truss b2ungorite,21 N. Lee Sa/efylnrormaflon availa5le tram Truss Plate lnstttuta, 218 N.Leeetreel, Soda ]12 Atexaneria. VA 22314. Stmetems,e 31 Ap. VA MiTek' TGX4am Parke East BIW. Tampa,R 36610 Jab Truss Truss Type Oty Ply T77694099 2019244-GROZA-YATES ADS ROOF SPECIAL 1 1 Job Reference (option) Builders First Source, Plant City, FL-32566, 8.240 s Jun 82019 MTek Industries, Inc Thu Jul 25 10:03:31 2019 Pagel 1 10:a1WltofleUEpwgykERXAM7ylE4v-ns2GyPPJIuJuX70227sY3AdwV6s2uOm 1 uEZN00yuZ2w -LO-0 L44 &ID-12 1'-0.� a&4 ~41d rad 2&10d A.-0 0. 4-3-2 .116d80 50.]-91d-0 IN 21a 1-112 1n Scale =1:98.0 608 = 5x6 = Ixe = 7X10 = Boa = 6x8 = 5 266 7 26 8 9 6X8 - Sea = Sxe 5.00 12 Sx8 WE NOwl MI Ace = 2X4 It ST1.5x8 UP = 7XIO = 20 19 t8 17 ]x10 = 4x10 MT20HS = 4iB Axe = it 27 l 16 15 14 4x6 - 7X10 = &E, c 3 ST1.5X8 UP = 2so 12 3x6 II 4-9d 8-78 I 61 1a 15-0.8 21-10.4 261a4 36.a0 H 2 418-13 1-10 50.114 _ I I 4 �f--�t _ h1'. _.I Plate Offsets (X Y} 13:0-3-0 0-3-0] �[7:0-5-0 0-4-8] [8:D-5-4 0-2-12) [9:0-4-0 0-3E) f15:Od-12 0-0-12) [21:03-12 0-2-0] 122:D-5-00-4-12] LOADING (psp SPACING- 2-D-0 CSI. DEFL. in ([cc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.39 16.17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.6516-17 >777 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(CT) 0.20 13 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 361 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP Na2 *Except' TOP CHORD 1-3,3-5: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3'Except' WEBS 12-13: 2x6 SP No.2, 4-20,12-14: 2x4 SP No.2 REACTIONS. (Ib/e¢e) 13=1857/0-7-0, 2=303/0-8-0, 22=2466/D-6-12 Max Hoa 2=344(LC 11) Max Uplift 13=731(LC % 2=142(LC 12), 22=968(LC 9) Max Grav 13=1857(LC 1). 2=321(LC 23), 22=2466(LC 1) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-457/228, 3-4=637/648, 4-5=2427/1507, 5-6=2140/1450, 6-7=3975/2549, 7-8=-468312971, 8.9=-4552/2893, 9-10=-37462394, 10.11=-3895/2470, 11-12=3251/2034, 12-13=1778/1236 BOTCHORD 21-22=2250/1607,4-21=-2153/1606,20.21=-624/375,19-20=-2588/3975, 17-19=3072/4685, 1Cr17=2871/4318, 15-16=3006/4517, 14-15=2286/3412 WEBS 3-22=-494/364,4-20=1753/2825, 5.20=-194/542, 8-16=491/933, 9.16=-827/573, 9.15=-1082/691, 10-15=-745/1228, 11-15=-287/406, 11-14=-2097/1513, 12-14=2254/3529, 8-17=278/637, 6-20=2179/1278, 6-19=226/613, 7-19=856/565 Structural wood sheathing directly applied or 3-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 3-11-15 cc bracing. 1 Row at midpt 4-20, 12-14, 6-20, 7-19 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2)-1-M to 4-10-6, Interior(1) 4-10.6 to 15.0.0, EMenor(2) 15.0-0 to 21-G-0, Interior(t) 21-0-0 to 36-0-0, Extedor(2) 36-0-0 to 36-11-2, Interior(1) 36-11-2 to 41-3-2, Exterior(2) 4132 to 43.1-10, Interior(1) 43-1-10 to 50-84 zone; cantilever left and right exposed: end vertical right exposed;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 truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 7) Bearing at joint(s) 13 Considers parallel to grain value using ANSI/lPI I angle to grain formula. Building designer should verrfy Capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (A=lb) 13=731,2=142,22=968. ♦�♦�`�MPS' A 44,6, ea, No 39380 e.' ccZ 513 O N , ID P,: �Z,♦ !4- 16 N A, EEC;♦ Thomas A. Albert PE ND.39380 MTek USA, Ire FL Cart 6634 6904 Parke EastBlvd. Tampa FL 33610 Date: July 26,2019 ®WARNING-VaHydasgnpararmfra dNEAONGr OUMSANDINCLOOED6OrENNEFERENCEPAGE,W-74TJrev.l0 0166EFORE09E Design valid far use only with Mmelit connectors. This design Is based only upon parameters shown, and is loran mdiNdual building component, not --' a buss system. Before use, me building tlesigner must verify the applicability of design parameters and property incorporate this design Into the overall Gulldingdeslgn. Bracing indicated is to prevent bung of kldwidual buss web andlor Nord members any. Marshal temporary and permanent bracing MiTek' Is always ha,drad for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage, delivery, erection and bracing oftmsses and truss sisters. see AN9U7PN Qualify Criteria, DS"9 and Best Building Component 6904 Parka East Blvd. Selefylnloreasnon movable fmm Truss Plate Institute, 218 N. Lee Smart. Suite 312, Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Dry Ply T17694100 2019244-GROZA-YATES A09 Roof Special 1 1 Jab Reference (optional Builders First source, Plant Clry, FL-a2stiB, 5x8 = 5.00 12 5 5x8 i 4 3xB i 25 3 �r1 2 5x8 = 21 d 7x10 = 4x6 = 24 23 2,41 II side = o.awu s 4un o rose mil ei,pim nos, roc. mueu.. 2x4 11 5x12 = 5x6 = 5x8 = 266 7 9 9 27 20 18 17 19 2x4 II as I 4xl0 W20HS = 5x6 = 2x4 116es = 10 11 Boa = 12 16 7x1D = 15 fide 2.50 12 Scale ='L93.➢ 5x8 = 13 1e� 14 ST1.5x8 STP = ass 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Odell Lid PLATES GRIP TOLL 20.0 Plate Grip COL 1.25 TC 0.60 Vert(LL) 0.52 17-18 >975 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.8617-18 >590 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.99 Hoa(CT) 0.23 14 Na nla BCDL 10.0 Code FBC20171rP12014 Matra-SH Weight: 351 lb FT=20% LUMBER- BRACING- TOPCHORD 2x6 SP No.2*Except* TOPCHORD Structural wood sheathing directly applied or 2-9-6 cc purling, 1-5: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid calling directly applied. WEBS 2x4 SP No.3'Except* WEBS 1 Row at midpt 13-15, 9-16, 6-21 13-14: 2x6 SP No.2, 4-21,13-15: 2x4 SP No.2 REACTIONS. All bearings B-10-12 except Qt=length)14=D-8-0. fits)- Max Hoa 2=275(LC 12) Max Uplift All uplift 1001b or less at joint(s) 2, 24, 23 except 14=-725(LC 9), 22=957(LC 9) Max Grant All reactions 2501b or less at joint(s) 2, 24, 23, 23 except 14=1838(LC 1), 22=2403(LC 1) FORCES. pb) - Max. CompJMax.Ten.- Allforces 250(I1c) or less except when shown. TOP CHORD 2-3=339/319, 3-4=5981790, 4-5=1743/1031, 56=1544/996, 6-7=5577/3350, 7-9=5577/3350, 9-10=4293/2698, 10-11=4278/2679,11-12=-3175)1965, 12-13=-2832/1723, 13-14=1770/1160 BOT CHORD 2-24=254/67, 23-24=254167, 4-22=2291/1557, 21-22=1231/718, 20-21=2515/4258, 18-20=2515/4258, 17-18=3345/5615, 16.17=3345/5615, 15-182118/3491 WEBS 3-24=591293, 3-23=477/382, 4.21=-1721/2969, 5-21=617359, 10-16=-343/374, 11 % ,q� 6286-21=30291797, 9-17 0/ 91, 6-20=0285,6-18=9865 11475, ta, S, A 7-18472/406 ,\\\ NOTES. ` V lC• •• / i� 1) Unbalanced roof live loads have been considered for this design. NO 3.9380 i 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) VasdolKir h; TCD1-=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Exterior(2) -1-0-0 to 4-94, Intertor(1) 4.94 to 13-0-0, Extedor(2) 13-0.0 to 19-0-0, Interior(1) 19-0-0 to 424-0, Extedor(2) 424-0 to 45-1-10, In1enor(1) 45.1-10 to 50-94 zone; cantilever left and right exposed ;C-C for Z -fl �C members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ! -P • F 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. i �'. 4) Provide adequate drainage to prevent water pdnding, 5) All MT20 indicated. p:' 'i���s plates are plates unless otherwise 6) This truss has been designed for a 10.0 bottom chord live load nOnconcunent with any other live loads. \_�` ; R O • `�1 •�l psi 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 • �j S/ \\ �A�"'Q 8110 will fit between the bottom chord and any other members. �T\\\` 8) Bearing at joint(s) 14, 22 considers parallel to grain value using ANSlrrPI 1 angle to grain formula.. Building designer should verify capacity of bearing surface. Thomas A Alba01 PE No.39380- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at join( 2, 24, 23 except MTek USA, Inc. Ill. Cart 6634 (jt=1b) 14-725, 22=957. 6904Parks EastBlvd. Tampa: FL33610 Date: July 25,2019 ®WAR,18N0-VWIydealgnp .t..dN NOMONTMSANDINMWEDharFr( ERENCEPAGES1l7Ml . l"1205BEFOREUSE *R' Designvalid foruseenywlth MTek®connectors.This dedignis based only uponparameter shown, and Is for an IndiNdual building component not iYgp`''1 a Wss system. Before use, the building designer must very the appGrabili y of design parametersand prepery incoryohne Nis design Nto the everall buildingdesign. Bating indicated is to buckling of individual truss anvor chord members only. Met anal temporary and permanent bracing i MTek' powers web a aways required for slabilM and to prevent collapse with passible personal lnluryand property damage. For general guidance regarding the redration.storage, carriers, erection and breung ofmesses and Luse systems, we ANSIIrPIf Quality World, DSB419 and BC5l Building Component 6904 Parke East BIW. SMeylnformetion avalablefam Tmss PlateingdOo.218N.Le &reet,Sude3l2,Nl ndda,VA22314. Tampa. R. 36610 Job Truss as Type Oty Ply T17694101 2019244-GROZA-YATES AID Hip 1 1 Jab Reference (optional) tourers i-ast Source, riant Clry, l'L-JZAo, lld a.cw sam, o<u re iwu enmuusu,es, nc. mu au, co Scale = 1:92.5 5.no 12 2x4 II fix8 — 7x10 = 8x8 3 4 S 8 23 ] 8 24 9 1025 STI SA STP = 20 19 18 17 16 15 14 13 12 ST1.Sx9STP =. 5x8 = 7x10 = ST1.5x8STP = 7x10 = us II B-B-0 176-4 24-2-0 31101 37-fM 4d-0-0 IN Ban 0.1fi.d 6AI1 6.A.0 64i-0 I &9-12 17-0 Plate Offsets(X))— 12'0-5-10-1-10[ [4:0-400-2-2[ [8'0.5-00-48] [12'0-4-80-1-8] [13:0-3-80-4-81120:0-3-80-"I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(L-) 0.27 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.4415-17 >999 180 BCLL 0.0 Rep Stress Ina YES WB 1.00 Horz(CT) 0.06 12 n/a file BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 344 In FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2'Excepl• TOP CHORD 1-4:2x4 SP No.1 BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 11-12: 2x6 SP No.2, 9-13,4-18,8-14,5-17,7-15: 2x4 SP No.2 REACTIONS. (Ib/size) 2=390/0-8-0, 20=3296/0-8-0, 12=1719/0-7-0 Max Hoa 2=176(LC 12) Max Uplift 2=589(LC 24), 20-1260(LC 9), 12=631(LC 8) Max Grav 2=226(LC 9), 20=3296(LC 1), 12=1722(LC 24) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250 gb) or less except when shown. TOP CHORD 2-3=1251/2103, 3-4=962/1961, 4-5=1778/1230, 5-7=3201/2041, 7-8=-3733/2397, 8-9=3395/2282,9-10=2127/1527, 10.11=-2374/1539,11-12=-1649/1166 BOT CHORD 2-20=1833/1155, 18-20=565/432, 17-18=-992/1776, 15-17=180613201. 14-15-2175/3741, 13-14=2050/3395 WEBS 3-20=-587/734, 4-20=2800/1619, 10-13=104/500, 11-13=1205/2033, 9-13=1577/908, 4-18=1702/2819, 9-14=68/443, 5-18-1480/1073, 8.14=450/233, 5-17-1059/1721, 8-15=227/312, 7-17=822/643, 7-15=434/645 Structural wood sheathing directly applied or 3.7-2 oc puffins, except end verticals. Rigid ceiling directly applied or4-11-12 oc bracing. 1 Row at Ill 4-20, 9.13, 4-18, 5-17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cal. II; Pxp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-" to 5-0-0, Interior(l) 5-" to 11-0-0, Exlenor(2) 11-0-0 to 19-5.13. Interior(1) 19-5-13 to 44-4-0, Exterior(2) 44-4-0to 50-8-4 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 pending. 4) All plates are 4x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard 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-" wide will fit between the bottom chard and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoinl(s) except (p=1b) 2=589, 20=1260. 12=631. J��,•��GENS.F• i No 39380 i Q'• .4(` OR%OP�=,. —"IDNI -0�o% �'Iirlilll�11% Inc. R. July 25,2019 ®WARNING -Vevey chadf, nnmidens and READ NOTES ON TIOSAND NCLWED,WIEK REFERENCE PASS h44]tr3 rev. 16113,2015 BEFORE WE �e Design valid foruse only with MtMufek® connectors. This design Is based only upon seminarians shown, and Is for an individual building component, not [`� a Miss system. sense use, lie building designer must verifypee applicabill of design parameters and propa1 etlyhearou 0 Nis design into me overall buitdingdesign. Bracing Indicated is to prevent buckling of individual Muss web appear chord members only. Adeitional temporary and pernenenlbracing WOW n always required for stability and 10 prevent collapse with possible personal Injury and property damage. For general guidance regarding lie fabrication, storage, delivery,Section and swung of Wsees and buss Systems. see ANSVPrf Ouality counts, OSS419 and SCSI Bulld)ng Cmponent 6904 Parke East BIM. SaferyrnMrmafian available from Tmse Hale Ias lute. 218 N. Lee Si Suite 31Z Alexaneda. VA22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply T17694102 2019244-GROZA-YATES At Hip 1 1 Jab Reference (optional) builders First Source, Plant City, FL-32b(i8, 624USJUn H20IBMITeKlndusVleflAnC. lhUJul2b1U:O3:3b2U19 Scale=1:92.5 1Cx16 Mi2OHS i 5.00 12 5x6 = 44 = 4x6 = 44 = 4x6 = 44 — Goa = 4 5 23 6 7 a 9 2410 11 ST1.5x8STP= 21 19 18 16 15 14 13 20 17 5x6 = ST1.5x8STP = 4x5 = Sx8 = 5x6 =so = 44 = 8x141wT2OHS = 7x10 = STt.5x8STP = 7x10 = 3.8 II 8$0 9 163-14 239-7 313-1. 38JL11 46-4-0 F 50.11-0 Plate Offsets (X Y)— I2:0-5-1 0-0-3] I4:1-0-12 0-2-121 113:0-4-8 0-1-81 115:0-7-0 0-4-8] (19:03-8 0-2-81 121:0-5-00-4-121 LOADING (put) SPACING- 2-0-D CSI. DEFL. in (roc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.38 16 1999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC '0.75 Verl(CT) -0.61 16-18 >821 ISO MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.06 13 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-SH Weight: 3401b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3•Exci WEBS 4-21,12-13: 2x6 SP No.2, 10.14,4-19,8-15,5-18,7-16: 20 SP No.2 REACTIONS. (Ib/size) 2=670/0-8-0, 21=3640/0-6-0, 13=165510-7-0 Max Horz 2=159(LC 12) Max Uplift 2=869(LC 24), 21=1443(LC 9), 13=629(LC 8) Max Gray, 2=349(LC 9), 21=3640(LC 1), 13=1660(LC 24) FORCES. (Ib)-May. Comp./Max.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 2-3=-1345/2554, 3-4=1711/2880, 4-5=-1180/807, 5-7=3420/2063, 7-8=-4287/2628, 8-10=3796/2448, 10-11=1862/1302, 11-12=-2056/1321, 12-13=1617/1094 BOT CHORD 2-21=2309/1195, 19-21=-2415/1540, 18-19=644/1178, 16-18=1901/3420, 15-16=2466/4287, 14-15=2286/3796 WEBS 3-21=505/599, 4-21=-3211/2060, 11-14=71/426, 12-14=1154/1905, 10-14=2169/1274, 4-19=2418/3960, 10-15=-48/483,5-19=1661/1173, 8.15=-557/295,5-18=1496/2507, 8-16=-280/351,7-18=940/726,7-16=633/975 Structural wood Sheathing directly applied or 3-3.2 oc purlins, except end verticals. Rigid ceiling directly applied or 480 oc bracing. 1 Row at midpt 10-14, 4-19, 8-15, 5-18 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C EMerior(2) -1-0.0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 46-4-0, Exterior(2) 46-4-0 to 50-6-4 zone; cantilever left and right exposed ;C-C for members and forces & M WFRS 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 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 jojnt(s) except (D=1b) 2=869.21=1443,13-629. ,` 'opSIA. ':44 �SCEN&' i No39380 O. i 41 1 6904 Date: July 25,2019 ®WAANING-Wrllydati9npanmetansndBEAD NOTES ON THIS AND WCLUDED AOTEXREFESENCE PAGE BID-7!lS rev. 1DO312015 BEFORE USE Des ignvalid br use omy wah MTov!).simo ms. TNs design is based only upon parameters shown, and is for an Individual bulling component, not a truss system. Before use, the building desigovinu lveriy 0e appticabifiy of dedgn parameters and properly mca aerate this design into the overall buddingdesgn. BraCng indicated is to prevent budMing of lndMdual that web armfor chant members any. Addeio l temporary and permanent bracing MiTek' u always required for stability and to prevent collapse with possible personal injury end property damage. For general guidance regarding Pe fabrication, storage delivery. erecdian and bracing of busses and buss systems. see ANSVFPII Quality Criteria, DSB49 and SCSI Building Component 6904 Palle East Blvd. Safelylaforma0on a.ilablefhm ThssPlatelnstaute,218N.Lea Sheet.Suite312,X..x dria.VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T17694103 2019244-GROZA-YATES Al2 Hip Girder 1 n L Job Reference (optional) Builders First Source, Plant City, FL-32565, 8.240 s Jun 82019 MITek Industries, Inc. Thu Jul 2510:03:412019 Pagel t ID:ajWjjtFOeUEpwgykERXAM7ylE4v-Voe23gXbxyaTkf9ze52uTH2er8DCEWnWBr vMRyuZ2m 1-5 I 3 4L7-9 48- -0 -0 1�$o1A-0 +c2 s2 2 Scale = 1:92.5 5.00 12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 8x14 MT20HS i NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED sag lBx8 = NAILED Sx8 = NAILED NAILED NAILED NAILED sins_ 8 NAILED 6x8 = 3 425 26 27 5 28 29 30 6 7 31 32 33 a 34 35 36 9 10 37 38 11 39 40 41 42 12 43 13 12 �itiI� a ST1.5te STP = 24 23 qb 45 4622 2147 48 49 50 20 51 19 5253 18 54 55 S6 17 57 58 1e 596061 62 15 83 14 Sx8 ST1.5x8 STP = 4x12 = NAILED 6x8 = 54 = NAILED 7x10 = NAILED NAILED NAILED STL5x8STP = 2x4 II NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x12 =3x8 II 7x10 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED LOADING (pat) SPACING- 2-0.0 7CLL 20.0 Plate Grip DOL 1.25 7CDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress tau NO BCDL 10.0 Code FBC2017rTP12014 CSL TC 0.75 BC 0.99 WB 0.95 Matrbr-SH DEFL. in (Icc) I/deft L/d Vert(LL) 0.54 17-18 >940 240 Vert(CT) -0.8317-18 >604 180 Horz(CT) 0.05 14 n/a n/a PLATES MT20 MT20HS Weight: 6781le GRIP 2441190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP N0.2'Except' TOP CHORD Structural wand sheathing directly applied or 4-4-7 cc pudins, 1-3: 2x4 SP No.1, 3.6: 2x6 SP M 26 except end verticals. BOT CHORD 2x6 SP N0.2'Except' BOT CHORD Rigid ceiling directly applied or 5-1-5 oc bracing. 14-17: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except' , 4-23,13-14: 2x8 SP 240OF 2.0E 11-15,4-21,9-16,5-20,8-17,7-18: 2x4 SP No.1 REACTIONS. (lb/size) 2=2399/0-8-0, 23=8436/0-8-0, 14=337510-7-0 Max Horz 2=143(LC 27) Max Uplift 2=2600(LC 20), 23=-3724(LC 5), 14=1520(LC 4) Max Grav 2=1128(LC 5), 23=8436(LC 1), 14=3377(LC 20) FORCES. (lb) -Max. CompJliTen. -All forces 250(I1p) or less except when shown. TOP CHORD 2-3=3110/7090, 3-4=3598/8279, 4-5=649/321, 5.7=6961/3093, 7-8=10267/4553, 8-9=10738/4764, 9-11=8256/3685, 11-12=2928/1322, 12-13=3134/1383, 13-14=-3296/1420 BOT CHORD 2-24=-6492/2842, 23-24=6507/2845, 21-23=8289/3644, 20-21=280/649, 18-20=-3052/6961, 17-18=4513/10267, 16-17=-4724/10738, 15-16=Jfi45/8256 WEBS 3.24=-1001386, 3-23=-3631/1590, 4-23=4859/2358, 12-15=-137/662, 13.15=-150813465, 11-15=-5794/2568, 4-21=424919660, 11-16=284/1340, 5-21=-3466/1825, 9-16=2701/1173, 5-20=3013/6864, 9-17=0/406, 7-20=232911306, 8-17=-229/516,. 7-18=1588/3598, 8-18=1089/770 NOTES. 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows:.2x4 - 1 row at 0-9-0 cc, 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: 2x4 -1 row at 0-9.0 cc, 2x8 - 2 rows staggered at 0-91 cc. 2) All toads are considered equally applied to all plies, except J 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 (3), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise Indicated. 7) All plates are 46 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 9) ' This truss has been designed for a live load of 20.epsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Id between the bottom chord and any other members. :ontinued on none 2 p```OMPS p ... 4 9 . No 39380 �C O R\ O P r N_� 16NA� � V% Thomas A Alball PE NIi.39380. MRek USA, Ine FLCert 6634 6904 Parke East Blvd. Tampa H.33610 Date: July 25,2019 ®wA NO-VeilrytloslpnparematusendR NOTE5ONT10SANDINCLNDEDMTENREFENENCEPA0EA9l-7Q3rev.IW=W6BEFONEDSE 1�■- Design valid far use only with MareR® contractors. This design is based only upon parameters shown, and Is for an iMiNdual binding component. not a muss system. Before use, the building designer must vedN the applicabilly of design paramelers and properly incorporate this design Into me ovemll Y�y `.� buildingdesyn. Bracing Indicated is to premnt burping or Individual truss web and/or chord members only. Addhlendl lempomq and permanent bracing WOW 6 always required for stability and to proven collapse wire possible personal Injury and property damage. For general guidance nagaking Me fabrication,sterile, deWay. erection and bating or tresses end lmss 5y lems. tie ANSITPlf OuelNy Criteria, DS889 and B 1 Building Component B904Parka East8lvd. 3etetylnrormRion available imm Truss Plate micuete, 218 N. Lea Street, Suite 3IZ Alexandria. VAMIC Tampa, FL 36610 Job Truss Truss Type Dry Ply T17694103 2019244-GROZA-YATES Al2 Hip Girder 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 8,240 s Jun 82019 MTek Industries, Inc. Thu Ju12510:03:412019 Paget t ID:ajWjtFEeUEPwgykERXAM7ylE4v-Voe23QXbxyaTkf9ze52uTH2er8DCEWnWBn vMRyuZ2m NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at Joints) except (p=1b) 2=2600, 23=3724, 14=1520. 11) This truss has large uplift reaction(s) tram gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 12) "NAILED" indicates 3-10d (0.148NT) or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 243 lb down and 316 Ito up at 7-0-0 on top chord, and 375 It, down and 14216 up at 7-0.0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=115 Uniform Loads (pIt) Vert: 1-3=70, 3-12=70, 12-13-70, 2-14=20 Concentrated Loads (to) Vert: 3=196(B) 6=134(B) 24=375(B) 9=134(B) 17=-63(B) 25=134(B) 26=134(B) 27=134(B) 28=134(B) 29=-134(B) 30=134(B) 31=134(B) 32=134(B) 33=134(B) 34-134(B) 35-134(B) 36=134(B) 37=134(B) 38=134(B) 39=-134(B) 40=134(B) 41=-134(B) 42=-134(B) 44=63(B) 45=63(B) 46=63(B) 47=-63(B) 48=63(B) 49=63(B) 50=63(B) 51=63(B) 52=63(B) 53=63(B) 54=63(B) 55-63(B) 56=63(B) 57=63(B) 58=63(B) 59=63(B) 60=63(B) 61-63(B) 62=63(B) 63=267(B) ®wARNwG-VidWeliindle Parnmefen dad READ NOTES ONTHISANDINCLUOED M107EK REFERENCE PAGE AW-7M.. 1040.1r2019 BEFORE USE Design was for use only win MTek® connector--nis design Is based ony upon promoters shown, and is for an Individual butting component. net �� a truss system. Before use, Me building designer must wily Me appiimparameters biltty of deep parameteand properly incorporate nis design Into Me overall bu1Idr9dexgn. Bracing indicated is to presmnt bung of lndMdual Miss web axles Mom members only. Additional temporary and permanent bracing MiTek' h always required for stability and to prevent collapse win possible personal lnjuryrld property damage. For general guidance regarding Me fabdoation, storage. delivery, erection and braohg oftmsses and truss systems, see ANSDTF11 QuaDty"iteds, DSB49 and BCSl Building Component Good Parke East BIW. Saretylnformation meatus from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA22314. Tampa, FL 3e910 Jab Truss Truss Type Dry Py T77694104 2019244-GROZA-YATES C01 Hip 1 1 Job Reference (optional) uunders eirst source, Plant uiy, HL- c<bbd, 5xs i 26 5x12 i 4 25 8 tsZ,iJ S Jun 82019 MITex Industries, Inc. I riu Jul 20 tU:U3:422019 Pagel 5.co 12 Sxs al 11 axe = 7 27 8 28 9 3x6 0 0 46 i 3x4 6 5 Scale=1:67.3 17 15 2 8x14MT20HS = 21 20 29 19 18 2x4 30 12 3112 -1 I9 l 4x12 = 3x4 = 5x8 =ax5 - 31d = {T1.5x8STP = 24 23 16 32 14 33 13 4x6 = 6x8 = 2x4 II 2x4 II at4 H us II 2x4 II eN I 8 tx39-0 19-0-0 25-6-0 '�-0 31-1-0 32-0-0 34-6-0 t Plate Offsets MY)- 15:0.3-0 Edge1 p:0-5.12 0.2-81 (9:0-5-12 D-2-81 121:0-3A 0.2-0) 122:0-10-0 Edge) (24:038 0-3-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (lot) Ildefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.83 Ven(LL) 0.62 21-22 >658 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.97 21-22 >422 180 MT20HS 187/143 .BCLL 0.0 ' Rep Stress Ina YES WS 0.98 Horz(CT) 0.47 13 n/a rile BCDL 10.0 Code FBC2017/rP12014. Matrix-SH Weight: 22916 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD 1-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except' BOT CHORD 19-22: 2x4 SP M 31, 16-17; 2x4 SP No.3 WEBS WEBS 2x4 SP No.3'Except' JOINTS 22-24,3-22: 2x4 SP No.2 REACTIONS. (lb/size) 2=1626/0-8-0.13=1529I0J-8 Max Horz 2=426(LC 12) Max Uplift 2=569(1_0 12), 13=557(LC 9) FORCES. (lb) - Max. Call Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=3254/1840, 3-4=7879/6466, 4-6=-369612525, 6-7=2424/1700, 7-8=-1742/1311, 8-8=1742/1311, 9-10=643/458, 11-13=1495/1065, 10.11=1504/1047 BOT CHORD 2-24=-2119/2699, 4-22=-1849/2636, 21-22=.5508/7412, 20-21=2569/3378, 18-20-1599/2186, 17-18=404/580, 15-17=405/562, 12-15=-005/562 WEBS 3-24=-2581/1998,22-24=-2779/3816,3.22=3245/4322,4.21=-4179/3D45,6-21=512/899, 6-20=1482/1200, 7-20=-621/955,9-12=-1137/905, 10-12=.929/1348, 8-18=524/523, 7-18=6071476, 9-18=-114611585 Structural wood sheathing directly applied or 1-9-9 oc purlins, except end vertcals. Rigid ceiling directly applied or 3-2-13 oc bracing. 1 Row at midpl 4-21, 6-20, 10-13, 7-18, 9-18 1 Brace at Jt(s): 12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2) -1-0-0 to 5-0-0. Interior(l) 5-0-0 to 19.0-0, Exterior(2) 19-" to 27-5-13, Inlenor(1) 27-5-13 to 32-0-0, Exlenor(2) 32-04 to 34-4-4 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=569.13=557. \\\11111//lI ,`pJMPS A. A4 &�,'i No 39380 Tnn' P. _�� Thomas A: Albanl PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke. Fist Blvd. Tampa FL 33610 Bate: July 25,2019 ®WARNINa-as ARB rw6m, only omhparamofawwrMRE4DROTE6 sREFERENCforantIID-1QJ Design vase forms Mnek®g parametersco poreM not uponnot is basedoily uponpmaparam shown, and isloranie4onarse ��' reuse, designer must arty sdesgn into Me rall a truss system. Beraci g indicated 6 ed is to designer pmuing ofi Me apptitrussw b design parameters and pmpe4y Ioamal le a Nis designintothe nt bla only. temparaya2rcing anent bracing Bracintaintlicandtotopreveotllapse MiTek' Is alwayspecui. onpomliealwsewenanNadpopmemamage.bers regoretl and to injury property damage. ForAddgeneral r awing Me coaapuanses men0 fabdoms Criteria, BbBA9 and BCSf Building Component 4etivery,erera and bracing and ours system, ualis, any ne. D B 9 . delivery, and Eon Slid. 31 dra,VArfduolly Saficatiogstorzgq aafery/nformMbn available how Trvsa Plate Institute, 210 N. Lee sVeel, Sutle J12, Alexanau, VA 22316. Truss Plaungofute,21 Lee Street. Suite Tampa. Fla Tampa. R 35310 Jab Truss Truss Type Oy Ply T17694105 2019244-GROZA-YATESCO2 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 5.00 12 ex8 = 8.240 s Jun 82019 MTek Industries, Inc. Thu Jul 2510:03:432019 7x10 = scale =1:WE 44 = ST1.Sxe STP = 11 a d r 3x8 = Sr1.5xe STP = 3x8 - px4 = Sx8 = 3x8 11 34 II 8-8-0 1]-0-0 25.74 34 BAe B<0 8-7A &l112 Plate ORsets(XY)[2:0-8-00-0-101 t3'0-40Edge1 [4:0-4-00-2-21 [5:0-500-441 f8:0-400-3-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.12 2-11 >802 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.21 2-11 >474 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.85 Horz(CT) 0.01 7 nla n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight 2011b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.1 *Except' TOP CHORD 45,5-6: 2x6 SP No.2 BOTCHORD 2x4 SP No.2 BOTCHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (Ib/size) 2=372/0-8-0, 11=1661/D-8-0, 7=1122/D-3-8 Max Horz 2=410(LC 12) Max Uplift 2=81(LC 8). 11=626(LC 12), 7=468(LC 9) Max Grav 2=372(LC 1), 11=1661(LC 1), 7=1152(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=359/237, 3-4=1066/575, 45=1008/671, 5$=10061669, 6-7=1046[797 BOTCHORD 8-9=660/875 WEBS 3-11=-1452/1213, 3-9=-560/988, 4-9=251/320, 5-8=727/687; 6-8=851/1271, 4-8=89/258 Structural wood sheathing directly applied or4-9-4 oc pudins, except end verticals. Rigid ceiling directly applied or E6-0 oc bracing. 1 Row at midpl 6-8, 6.7 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuli=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst,, BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-D-0 to 17-0-0, Exterior(2) 17-0-0 to 25-7-4, Interior(1) 25-7-4 to 34-4-4 zone; cantilever left and night exposed ;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.ponding. 4) This truss has been designed fora 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 3.6-0tail 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) 2 except Ot=lb) 11=626,7=468. �r ENg�c �'Li•�s No 39360 ., OF0R. \ \\ /ONAI E %%%'\ Thomas A, Albanl PE No.39380 M7ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 Date: July 25,2019 ®WARD- wft design parameters and READ NOTES ON MS AND INCLUDED N ill REFERENCE PAGE A06T4Taray. 14111342015 BEFORE USE Deal, valid for use only well MTek® connect... TTis design is based only upon p...0dre In... and is for an Indivkival building component, not a Wu system Serum use, me building designer must verify the applicability of design pammaera and Property incorporate me design into me ovoratl Maldingdealga. Bracing indicated is 1. proven( buckling of individual muse web anwa tlmN members only. Additional temporary and permanent binding MTek' is always required for subtly and to proven collapse with passible personal Injury and property damage. For general guidance regarding me fabrication,storage. dellery, erection and bmctng ofbusses and Voss systems, we A GM11 Qualify Canada, DS549 and Best Building Component 6904 Parke East Blvd. Safeylnfarmab'on avaiWble hem Tmss Plate Institute, 218 N. Lce SV et, Bude 312 Ml ndria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Qty Ply T17694106 2019244-GROZP.-PATES CO3 HaH Hip 1 1 _ Job Reference (oofonall Builders First Source, Plant City, FL-32565, 500 12 4,6 8.240 s Jun 82019 MTek at4 = Inc. Thu Ju12510:03:442019 pT.aoll Seats -1:606 sx4 II �, i.8� . — ST1.SlB BTP = 3r5 — Us 5x9 = fees = suit 11 Plate Offsets (X,Y)— [2:0-8-0 0-0-10] [3:0-4-0 O.3.4[ [6:0-3-00-3-0) [9:04-00-3-01 LOADING (pso SPACING. 2-0.0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.15 2-12 ,675 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.99 Vert(CT) -0.25 2-12 >401 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.60 Horz(CT) 0.03 8 hills Na BCDL 10.0 Code FBC2017rTP12014 Matrix-SH Weight: 1861b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2'Except' 9-11: 2x4 SP NG.1 BOTCHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (Ib/size) 8=1113f0-3-8, 2=342/0-8-0, 12=1701/0-8-0 Max Horz 2=368(LC 12) Max Uplift 8=468(LC 9), 2=94(LC 12), 12=595(LC 9) Max Grav 8=1119(LC 2), 2=342(LC 1). 12=1701(LC 1) FORCES. (lb) - Max. Comp.IMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=361/293, 34=955/532, 4-5=7851574. 5-6=-11171662 BOTCHORD 9-10=474/1142, 8-9=612/925 WEBS 3A2=1501/1216, 3-10=-579/1046, 5-10=494/317, 5-9=154/281, 6-9=-163/477, 6-8=1221/816 Structural wood sheathing directly applied or 2-2-0 oc punins, except end verticals. Rigid ceiling directly applied or 2-2-0 no bracing. 1 Row at midpt 5-10, 6-8 NOTES. 1) Whid: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exledor(2) -i-0-0 to 5-0-0, Intertor(1) 5-0-0 to 15-D-0, EMerior(2) 15-0-0 to 23.5-13, Interior(1) 23-5-13 to 3444 zone; cantilever left and right exposed ;C.0 for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001In uplift at joint(s) 2 except at=lb) 8=468. 12=595. `% .\e%GEN&4s, NO 3938-0 F ' i�a, O R 10.' N �i�FSs ••....... A-NC?`� E`�.. Date: July 25,2019 A wARMNO- VeryMslpnparamatmS andREAO NOTES ON Thal MD INCLVOEO FUTEK REFERENCE PAGE WI-7473 rev. I041,12015 BEFORE USE Design valid for use only with MTek® connectors. This design is based any upon parameters shown, and is for an Individual building component, net �� a Muss syefore stem. Buse, Me buildmg designer must verity the appGrabiray of alparameter antl property Hcoryco a Mis design into the overall buildingdesign. Bracing inaicated is to prevent buckling of individual mass web andlor moss members only. AaaM1wnN temporary and permanent bracing MiTeW o always required for Mobility and to prevent collapse with possible personal injury and property damage. Forgenamlguiaanceregardingthe fabrication. storage. delivery, emission and bracing oftmsses and buss systems, see ANS11711 Quality creedal WB-89and BCSt Bullaing Component 6904 Paine East&W. Safeylnformation available fram Tmss Plate violate. 21a N. Lee Street, Suba312,AIexandda,VA22314. Tampa, FIL 363f0 Job Truss Truss Type Oty Ply T17694107 2019244GROZA-YATES Cal Hall Hip 1 1 Job Reference (optional) Builders First Source, Plant tarty, FL-325W, U24U S Jun U 2019 MiTek Industries, MC Thu Jul 25 lg.W:452019 Pagel I ID:ajwltrfleUEPwgykERXAM7ylE4v-NZUYUCa5?B4uDGSktx6gd7DH_IhPAMp55Py6VDyu22i 1-0.0 e-e-o laao 20.2-9 z7-% 3aao -00 I143-0 4.4.0 ]-2-9 7-a13 7-2.9 Scale=160.6 5xB = axe = site = site II 4 5 16 6 17 7 d V, ,.3xH =r ST1.51ASTP = era = U4 = 3x8 - 3x4 = &a = 2A II ff4i0 13-0.0 20.2-9 2_7 3450 6&0 I 4d-0 I ]-2-9 7-0.131 7-2-9 Plate Offsets MY)- 12:0-8-0 D-D-10t [4:0-5-12 D-2-81 [6:D-3-o 0-3-ot [12:D-3-0D-3-ol LOADING (psf) SPACING- 2-a0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Ven(LL) 0.15 2-13 >685 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.30 2-13 >330 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.82 Horz(CT) 0.03 8 n/a Na BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight: 1881b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (Ib/sae) 8=1098/0-3-8, 2=298/0-8-0, 13=1759/0.8.0 Max Harz 2=321(LC 12) Max Uplift 8=464(LC 8). 2=102(LC 12), 13=634(LC 9) FORCES. Ob) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=372/401, 3-4=710/427, 4-5=1275/848, 5-6=10781674 BOT CHORD 2-13=-253/55, 12-13=-253/55, 11-12=415/561, 9-11=.948/1274, 8-9=673/1070 WEBS 3-13=1557/1218, 3-12=-615/1071, 4-12=602/465, 4-11=550/894, 571=-390/400, 6-9=61/413, 6-8=1332/836 Structural wood sheathing directly applied or 2-2-0 cc pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 Be bracing. i Row at midpt 5-9, 6-8 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.Opsf; h=15fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and GC Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5 0-0 to 13-0-0, Exterior(2) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 34-4-4 zone; Cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconwrtent with any other live loads. 4) ' 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. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at jcinl(s) except Ot=11a) 8=464,2=102,13=634. o............ 4e 9 E NSF '•�'i ��� No 3938-0 ir 4u-. �.�`�, 4nhtit11> Thomas A.Albanl PE No.39380 MTik USA, Intl FL Deft 6634 6904 Parke East Blvd. Tani FL 33610. Date: July 25,2019 ®WAIM10-VWydatlgnparamurm/ndREADNOTESON]IOSANDINLLUOED ABT£K REFERENCE PAGE fill7ifr3rw. 101127015 BEFORE USE Design valid far use onywiib MTek®connectors. This design is based any upon parameters shown, and is for an IMiMduai building componem, not a Miss system. Before use, Me bolding designer musrveriy the applicability of design parameters and property Ncor,oute use design into Me overall buildingdesign. Bracing indicated is to prevent buckling of Individual tmss web under NON members hall. Addilianaltemp0mryandpeimanertbraciag MiTek' is always required for stabilly and to prevent conapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, deliver,eredion and bradng ofmases and buss systems. see ANSWPR Quality Cnad., DSaAghad BCSI Building Component 6904 Parke East BIM. Sareylolormafion available lmm Truss Plate Institute, 21B N. Lee Sbeel sure 31Z Alexandria, VA22316. Tampa, FL 361310 Job Truss Truss Type Qty Ply T17694108 2079244-GROZA-PATES COS Hats Hip 1 1 Job Reference (optimal) Insiders, YlrS[ bounce, plan Uly, pl. -32bbb, OZ4U5Jun I2U19MsleKlndustneS,lill IhUJUl2p1U:W:40ZU19 Pagel r ID:eIV4tFOeUEpwCVkERXAM7ylE4v+lSx6YbiMCIgQlwRee3AKIU89ymupPFL3hg2fyu71h 1-0.0 59-14 11.0.0 1&10-9 257-7 3 o -0.0 5416 52-2 7-10.9 7-&13 7-10.9 Scale=160.6 Sx9 &8 = 3x8 = 3x4 II --- r_- 4 5 16 6 17 7 aname - _ 4>9 = Ix4 It 3xd = 4>.6 3x4 = 5x6 = 6xe = LOADING (psf) SPACING- 2-00 TCLL 20.0 Plate Grip DOL L25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep SVess InYES BCDL 10.0 Cne FBC2017/TPI2014 CSI. TC 0.78 BC 0.90 WB 0.80 Mal DEFL in (lac) gdeft Lid Vert(L-) 0.23 10.12 -999 240 Vert(CT) -0.43 10.12 *43 180 Hor2(CT) 0.15 8 n/a We PLATES GRIP MT20 244/190 Weight: 181 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, 4-5: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-10 oc bracing. WEBS 2x4 SP No.3 WEBS IRow at midpt 5-9 2 Rows at 1/3 pts 6-8 REACTIONS. (Ib/size) 8=1529/0.3-8, 2=1626/D-&O Max Hom 2=275(LC 12) Max Uplift 8=624(LC 9), 2=567(1_C 8) FORCES. (lb) -Max. Comp)Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=3265/2064, 3-4=2732/1739, 4-5=-287511841, 5-6=2076/1313, 7-8=239/251 BOT CHORD 2-13=21772912, 12-13=2177/2912, 10-12=1693/2468, 9-10=-1848/2877, 8-9=1313/2076 WEBS 3-12=520/539, 4-12=161/435, 4-10=270/472, 5-9=-938/672, 6-9=-2621708, 6-8=2373/1497 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat II; Exp C; Encl., 9R 94-4-4 expoto os dO;C-C mem& errs r„,��I� Inerior(11) 19-5- o zone; anti cantilever and right for and force & MWFRS for reactions shown; %%%�,`� cam' A M? Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. ``� `����� •'� G E N S •'•'9i1,oe : V �' ••• / �� 3) This truss has been designed for a 10.0 pet bottom chord live load noncdncument with any other live loads. 4) -This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide NO 39380 will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=lb) - 8=624, 2=567. = '10 = may; *4u P: N % (O F, �% �J'• .•`` isS,�NA„1" Thomas Alban] PE No.39380 M7ek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 25,2019 ®wAWLNO- Vmty creun parameters and RE4B MGM ON TMSAND Wall MOTEKREFERENCE PAGE Ill nal flYd.Mdf5 BEFORE USE aaaaa u'a� Deslgn valid for use any with MTe" connectors.'ri s design Is based only upon parameters shown, and is for an Indimdual butding component, net I■.'�7YL✓y atrusa system Stri use, the bmidng designer must very the applicabiliy of design strameters and propertyincoryarete this design into Pe overall building desgn. Gracing indicated is to prevent bust of individual truss web andim chats members dry. Additional temporary and permanent bracing MITOK is always requited for stabldy and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fatereallon. storage. delivery, erection and bracing of lmseesaM busssystemy see ANSM11 Quality croons, DS649 and SCSI Building Component 6904 Parke East Blvd. Saretylnrormation available 6om Truss Plate theMute, 216 N. Lee Street, Suite 312 Aleaandna, VA MI 4. Tampa, FL 36610 Job Truss Truss Type Ory Pty T17694109 2019244GROZXYATES C06 Hal Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Jun 8 2019 MTek Industries, Inc Thu Jul 2510:03:47 2019 Page 1 I ID:ajN71Ff1eUEpwgykERXAM?ylE4v-Jx?JJucLWoKcSac7 M91jYMAZHZdGBOajRDa5yuZ2g 10.43144 94-201a5s 6&-0 U11-10 TWO 5.00 12 Scale =1.60.6 Sx8 = 3x4 = 5x6 = 3x8 = 3x4 II 4 5 17 6 718 8 a, ,.aria air — la 11 4x6 = 3x4 — 46 = 3x4 = 3x4 = 4x6 = 3x4 = 6x9 9-0-0 1S546 21-9-0 1 28-0-10 3450 sao ass a310 s 1D sss Plate Offsets (X Y)- [4:0.5-12 0-2-8] [6:0-3-0 0-3-0] 17.058 0-1-81 LOADING (pat) SPACING- 2-0.0 CSI. DEFL in (loc) Idell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.31 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.53 12-13 >776 180 BCLL 0.0 Rep Stress Ina YES WE 0.77 Haz(CT) 0.16 9 n/a Na BCDL 10.0 Code FBC2017lfP12014 Matrix-SH Weight: 180 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 WEBS REACTIONS. (lb/size) 9=15291P3-8, 2=1626/P8-0 Max Horz 2=228(LC 12) Max Uplift 9=627(LC 9), 2=593(LC 8) - FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-3218/2110, 34=2924/1822, 4.5=3459/2233, 5-6=3252/2011, 6-7=2150/1336 BOT CHORD 2-15=-2160/2889, 13-15=1758/2655, 12-13=-2234/3458, 10-12=2008/3242, 9-10=1336/2150 WEBS 3.15=291/443, 4-15=-104/378, 4-13=596/931, 5-13=360/361, 5-12=241/260, 6.12=-72/343,6-10=-1283/828,7-10=361/803,7-9=-2470/1530 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 6.10,7-9 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.0psf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2)-1-0-0to 5-0-0, Interior(l) 5-0-0 to 9-0-0, Extenor(2) 9-M to 17-5-13. Interia(1) 17-5.13 to 34-4-4 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water podding. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift atjoint(s) except (jt=lb) 9=627,2=593. �NoMPs . A�6��,0 No 39380 S'ONX EN� Thomas kAlbanl PE N0.39380 .. _. MTek USA Inc FL Cert6634 6904 Pirke East.Blvd. Tampa FL33610 Bate: July 25,2019 ®wARMNG-Ve fyd Inpemmeh.dREADNOMONTNISANDINCLUDEDIIBrENREFERENCEPAGEW.7a3rev.f6'DMMSBEFOR ME Design valid %ruse only weh Miele® cardamon. Tbis design is based Wy upon parameters shown, add is for an incMdual butting component, not atmm system. Before use, rite building designer must very me apptiaffiidy of design parameters and properly Ncoryordte this design into the overall buildingdesgn. Bracing indicated is%prevent muting af%didual truss web antiormloN members onry. Adddlonal temporary and permanent bracing MiTek' u always required for stability and to prevent collapse web possible personal lnfuryand property damage. Forgeneralguidancelegardingthe fabricated, storage,delivery, ermem, and bracm, ofbusses and truss systems, see ANS4rPH Dualoy Croatia, DSB419 odd BC51 Building Component e904 Pape East Blvd. Seteylnrormadon available1mm TmssPlace Ins Ae,218N.Lee SVet,Suite J12,Are dlie,VA22314. Tampa, FL 361510 Job Truss Truss Type Oly Ply T17694110 2019244-GROZA-YATES C07 Half Hip Girder 1 Job Reference (optional) builders rind source. Famctry, r�-4Anab, b.Z9USJun b2U1910IreNInclu51nes, Ina Thu JUI2b10:U3:bUZU19 Scale= lrldi NAILED Spedal NAILED NAILED NAILED NAILED NAILED US2x4 II 7x10 = gust I Soria_ 5.00 12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3 14 15 164 17 18 19 5 20 21 22 6 23 24 25 7 o ' a � 5a6 = 2x4 II NAILED NAILED Sea = 'u the = NAILED 2x4 11 NAILED NAILED 7x10 NAILED NAILED 3.6 II Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED F 7-0-0 13-e-4 zos4. z7�-0 346-D Plate Offsets MY)— [2:OA-1,0-0-31.13:0-0-0,0-2-21, [5:D-5-0,0-0-81 [8:0-4A 0-1-81 [9:DA-8 OA-8) LOADING (psi) SPACING- 2-0-0 CSI. DEFL- in (toe) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.41 10-12 >993 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) .0.64 10-12 >636 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.77 Hoa(CT) 0.11 8 1 me BCDL 10.0 Code FBC2017rTP12014 Matrix-SH Weight: 438 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.2 'Except' 7-8: 2x6 SP No.2, 3-13,6-9,4-12,5-10: 2x4 SP No.3 REACTIONS. (IWsize) 8=3445/0-3-8, 2=3082/0-M Max Hors 2=177(LC 27) Max Uplift 8=-1524(LC 5), 2=1336(LC 4) FORCES. (lb) - Max. CompWax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-7033/3034, 3-4=9607/4276, 4-5=9605/4274, 5-6=6545/2891, 6-7=-6545/2891, 7-8=-317111587 BOT CHORD 2-13=-2837/6385, 12-13=-2835/6353, 10-12=-4259/9618, 9-10=-0259/9618 WEBS 3-13=54/750, 7-9=3013/6822, 3-12=1572/3613, 6-9=971/755, 4-12=1036f775, 59=3320/1479, 5-10=0/555 Structural wood sheathing directly applied or3-11-4 cc purling, except end verticals. Rigid ceiling directly applied or 7-9-2 cc bracing. NOTES- 1) 2-ply truss to be connected together with IOd (0.131'k3") nails as follows: Tap chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 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: 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=170mph (3-second gust) Vasa=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pondjng. 6) This truss has been designed fora 10.0 psf bottom chord live load nanconcument 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 10016 uplift at joint(s) except (jt=lb) B=1524,2=1336. 9) "NAILED" indicates 3-1Od (0.148"x3') or 3-12d (0.148"x3.25') toe -nails per NDS guitllines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 243 lb down and 31616 up at 7-0-0 on top chard, and 375 lb down and 1421b up at 7-0-0 on bottom chord. The designiselection of such connection device(s) is the responsibility of others. , LOAD CASE(S) Standard O��OMP S [ A. No, 39380 ' PE 6904 Padre East Blvd. Tampa R.33610 Date: July 25,2019 : intinued on care 2 ®WAR/IINO-VMrytlu/9nparamerersand READ NOTES ONTNISAND INCLWEOIDiIXNEFERENCE RAGE NAI4).1rw. 10'102/1015BEFORE ME Design valid truss only with 141rek49ommectms. This design is based only upon parameters shown, and is for an individual buldng component, not a truss system. Before use, the building designermadvenlythe applcabil%of design parameters and properly inmmorate Nis design Into the overall building desgn. Bracing indicated is to prevent buckling ofmdMdual truss web arabschord members only. Additional temporary and permanent bracing MiTek' is always raquirod totstabieyand to proved cmapse with possible personal injury and property damage. For general guidance regaling the fabrication, storage, deWery. erection and among oftrusses and truss systems, see ANS1171711 Quality Crfteda, DSB49 and BCS1 Building Component 6904 Parke East BIM. Safelylnforma0on aratiblefrom Truss Plate Institute,218 N.Lee Street, Suite312.Alexandra,VA223I4, Tampa,F 36310 Job Truss Truss Type Oly Ply T17694110 2019244-GROZA-VATES C07 Half Hip Girder 1 Jab Reference (aptionall Builders First Source, Plant City, Fill -32566, 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 2510:03:502019 Paget ID:ajWlfffleUEpwgykERXAM?ylE4v-kWhRyveEpjiBJ2LIgUi?KAwBw JOgclgGhftBOyuZ2d LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pll) Vert: 1-3-70. 3-7-70, 2-8-20 Concentrated Loads (lb) Vert: 3=-196(8) 7=165(B) 8=72(B) 13=375(B) 9=63(B) 6=-134(B) 14=134(B) 15-134(B) 16=-134(B) 17=134(B) 18=G34(B)19=134(B) 20=134(B) 21-134(B) 22-134(B) 23-134(8) 24=134(B) 25=134(B) 26=63(B) 27=63(B) 28=63(B) 29=63(B) 30=63(8) 31=63(B) 32=63(B) 33=83(B) 34=-63(B) 35=-63(B) 36=63(B) 37=63(B) ®WARI➢NO-Vmaonly TMSWhe mdn, ith WaMeraendREAONOTES is spoLUOEOIsentsBed, andOafmaneWadual not perusevallpfor userelywMMTek®g doporeMnot This design is baseponly uponpammatersshavm,anpprotantnpondel designer edesgn hoothero a Wss system. BBraciusa,theed isto pmpepy Inrorparate Nisryanal pevenermusrveritytheapplicussworpesisnpo,draersers ermaeowmll alaydag tlesign. Bracinsin@rand is mpravenl Eucse INosMpua Rempoeregar permanent Bracing MiTek' is is always a injury and property damage. ersonwepuryan porpmemamage..rgeme me rec opreventcollapsewNhpassiblepersonal Bregarding duality Corona, per duality CMeda, OSBA9 and BLSl Building Component storage, saline, and Safely ingoteu,218N.V Parke East Blvp. Weetems,see dU.VAIf Sarerylnlormaflon avaJable lmm Truss Plata lnslilute, 218 N.Lee BVeet, Suge al$Aleunpru, VA2YJ1d. thfarmation blefmmT PIM Tyeado. Tampa. FL 36610 Jab Truss Truss Type Qty Ply T17694111 2019244-GROZA-YATES CA Comer Jack 14 1 Job Reference (national) Builders First Source, Plant City, FL-32566, d.24u s Jun inc. rNJp12J1u:u3A1Lul,x Scale =1:&5 2x4 = ST1.5x8 SIT = LOADING (pan SPACING- . 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 15.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress lncr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 REACTIONS.r (lb/size) 3=11/Mechanical,2=159/0A-0,4=9/Mechanical Max Hors 2=44(1-C 8) Max Uplift 3=-11(LC 1), 2=-110(LC 8) Max Grav 3=23(LC 8). 2=159(LC 1), 4=18(1-C 3) FORCES. (Ib) - Max. Comp -/Max. Ten. -All forces 250 (lb) or less except when shown. DEFL in '(too) Udell Ud PLATES GRIP Vert(L-) -0.00 2 >999 240 MT20 2441190 Vert(CT) -0.00 2 >999 180 HOR(CT) -0.00 3 me rda Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied Or 1-00 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=170ni (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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 she=: 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 20.0paf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tn 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 beating plate capable of withstanding 100 lb uplift atjoint(s) 3 except Qt=lb) 2=110. Tampa R.33610 July 25,2019 ®WARMNG- VaHydssignparamelca andf El1D NOTES ON 110SAND INCLUDED 1101iREFER2510E PAGE MD-7472 rev. 10,024101S BEFORE USE Design valid for use ant, with MITek9 connectors. Tbis 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 appgmbilay of design parameters and property Incoryorate this design into me overall buildingdesgn. Bracing indicated is to prevent huethug of individual truss web andfu chord members only. AddNOnal temporary and permanent bracing MiTek' B alwaysreguimdfor sholldyand to prevent callapse wM possible personal injury and Property damage, Forgenemlguidanceregardmgthe fabtlm4on. storage, delivery, emotion and bracing oftrusses and bussgstems, see ANSI?PN Quality contend, DSB89 and SCSI Building Component 6904 Parke East Blvd. Sarefyinformarion available fmm Truss Plate Institute, 218 N. Lee Sbeet Sidle 312. Alexandra, VA22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply T17694112 2019244-GR07A-VATES CJ2 Comer Jack 8 1 Job Reference o tional Builders First Source, Plant City, FL-32566, &240 s Jun 82019 MTek Industries, Inc. Thu Jul 25 10:03:52 2019 Pagel ' ID:ajWjjtFtleUEpwgykERXAM?ylE4v-gv CMbgULLyvVLV4nvkTOb?huaDLiP7j?e FJyuZ2b YZ B LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(L-) -0.00 2 >999 240 TCDL 15.0 Lumber DOL 1.25 Be 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Inc! YES WB 0.00 Horz(CT) -0.00 3 rue n/a BCDL 10.0 Code FBC2017/TPI2014 Mobil LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=6/Mechanica1, 2=154/0-4-0, 4=10/Mechanical Max Horz 2=44(LC8) Max Uplift 3=6(LC 13), 2=105(LC 8) Max Grav 3=19(LC 8), 2=154(LC 1), 4=19(LC 3) FORCES. (Ib) - Max. Comp.lMax. Ten. -All forces 250 (Ib) or less except when shown. Scale =1.6.5 PLATES GRIP MT20 2441190 Weight: 5 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-&O oc purims. BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing. NOTES- 1) Wnd: ASCE 7-10; Vuh-170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=D,18; MWFRS (envelope) and C-C Fxtenor(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 2) This truss has been designed for a 10.0 pat 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 joints) 3 except Ut=lb) 2=105. S AA -44,,' p, q�49 �,'li ,�,r,� •• �cEa .'L ` No 39380 y9•� F :�u(u 14,11 4 FL 33510 July 25,2019 ®WARfDNG-VaWdE gnymametersandN NOTESONMSANDINLLUDEDAUIENREFERENCEPAGEA 7/TJrw-100 GISBEFOWME Design valid for use any wfth Mnes& connegors. This design is based only upon parameters shown, and is for an individual building component, not a Was system. Before use, the building designer must verify the applicability of design parameters and property Ncorporate Ws design into the overall buildingdesign. Bracing indicated is to Prevent hackling of mdMdual truss web andim Nod members only. Additional temporary and permanent bracing MiTek• k always required for stability and to prevent collapse wC possible personal injury and pmpedy damage. For general guidance regaining the recall andge,degvery, eeCon and braung oftrusses andhusssedems, see ANSITPN Quality Criteria, DSB49 and Best Building Compared! 6904 Parke East Bivd. Saretylnro ideducn available hem Truss Plate satins, 218 N. Lee Street, Sufic 312, Alexandra, VA22314. Tampa, FL 36610 Truss Truss Type Dry PIy T17699113 rob 0, 924 GROZA-PATES CJ3 Comer Jack 4 1 Job Reference (optional) guilders First Source, Plant City, FL-32566, 8.240 a Jun 82019 MiTek Industries, Inc. Thu Jul 25 10:03:52 2019 Pagel ' - ID:allMfftleUEpwgykERXAMVE4v-gvpCMbgULLyvYLV4nvkTOb?fmaC?IiP7j?8—FJyuZ2b OO 30.0 1-00 30.0 1 Scale =1:108 lbA = $T1.Sxe 5TP = 30.0 Plate Offsets(X,Y)— 12:0-1440-0-10] LOADING (psi) SPACING- 2.0.0 CSI. DEFL in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(L-) -0.00 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.011 2-4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 HOR(CT) -0.00 3 n1a n/a BCDL 10.0 Code FBC20l7FrP]2014 Matnx-P Weight: 11 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/sae) 3=67/Mechanical,2=234/0.8-0,4=26/Mechanical Max Ho¢ 2=87(LC 12) Max Uplift 3=65(LC 12), 2=117(LC 8) Max Grav 3=67(LC 1), 2=234(LC 1), 4=52(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten- -All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structure wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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 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 an 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 100lb uplift at joint(s) 3 except Qt=1b) 2=117. J`%pN PSA. qC@i No 39380 Ir iOT • p' � Thomas A:Atbani PE No.39380 M7ekUSA Inc. FL Cert 6634 6904 Parke East6Nd. Tampa FL33610 Date: July 25,2019 ®WARNING-Ver2ydaslgn pammerars dedpla DNO7Ea ON1NISANGINCWDEDAPlENREFERENCEPAGEMO.7a39 . 1ObY1p1s BEFORE use • _mpp Design valid for use only with 1,1I7eM connectors. This design is based only upon parameters shown, and is for an individual building component, on a Mail system. Before use, the building designer must verify the applicability of design parameters and propedy iocoryolate this design into the overall ��Y1 buildingdesyn. Bracing indicated is to prevent buckling of incMdual Wss web andforchord members ony. AddLonal temporary and pemlanent bracing MiTele is always requi,ed for Aability and to prevent collapsewtlh possible personal injury and pearly damage. Forgeneral guidance regarding the fabrication, storage,delivery, erection and bracing oftmsses and truss systems.see ANSITP11 Duality criteda, DSB49 and SCSI Building Component 69N Parke Eam Blvd. SafetylnformMion available from Tmss Plate Iodine. 218 L Lee aired; sure 312, Alexandria, VA22314. Tampa. 11L 36610 Job Truss Truss Type Oty Ply T17694114 2019244-GROZA-YATES CJ5 Comer Jack 4 1 Job Reference (optional) Builders First Source, Plant City, FL-32556, 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 2510:03:532019 Paget ' ID:alUfllFFleUEpwgykERXAM?ylE4v-85Naaxg66e4mAV4GLcG'IypYkC VLI 9MyfuXolyuZ2a -14N1 54" 1-0-0 I "43 aide = ST1.5xa STP = 54}0 5 0-0 Id Scale=1:15.8 Plate Offsets(XY)— f2:0-8-00-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0,60 Verl(LL) -0.03 2-4 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-P Weight: 171b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. (lb/size) 3=148110echanical, 2=314/0-M, 4=46/10echa liral Max Horz 2=133(LC 12) Max Uplift 3=128(LC 12), 2=123(LC 8) Max Grav 3=148(LC 1), 2=314(LC 1), 4=92(LC 3) FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(lb) or less except whenshown. BRACING. I TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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 2) This truss has been designed for a 10.0 psf bottom chord live load noncencument 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 It, uplift at joint(s) except (jt=11c) 3=128, 2=123. .`��20�PGENIA�eq��'� No 39380 y Thomas A Albanl PE No.39380 MiTek USAing. FL Cart 8934 6904.Parke East Blvd. Tampa FL 33610 Date: July 25,2019 ®WARNING -Vern desfgnparametam andREADNOTE9 ON TNISANOINCJ.NpEON11EXREFERENCE PAGE Mlah'9 rev.f0'032018BEFORE ME Design valid mr use onywlh Miek®connedors. 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 applicabilty of design parameters and properly indoryorAe this design into the overall buildingdesgn. Bracing mdmaled is to prevent buckling of indMdual truss web and/or chord members any. AdMimaltempo2ryandpennaneetbracNg MiTek' Is always required for sanity and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me Mandate,storage,delve, eremon and bidding oftrusses and Miss sycems, see ANSYTPI1 Quality Criteria, D8BA9 and SCSI Building Component 6904 Paris East Blvd. 3arefyinformated available from Truss Plane Mandate. 218 N. Lee street, Suite 31Z Alexandra. VA22314. Tampa. FL 36610 Job Truss Truss Type ply Ply T17694115 201924 GROZA-YATES D01 Half Hip 1 1 Job Reference (optional) Builders First Scwce, Plant City, FL-32566, 8,240 s Jun 82019 Ivi Industries, Inc Thu Jul 25 10:03:54 2019 Pagel ID:ajWltFBeUEpwgykERXAM7ylE4vclxynHhklyCdofrrvKmVO4ggOh5m P80BJd5KByuZ2Z -1-0-0 1-0-0 I &-] 11-8 123-0 1& 122 1&102 2-7 9-29 39-8 4-0 I2 ail 4x6 = 3x4 = Scale = 1:41A ass = 3x4 = °ow — ass II 4x6 = Plate Ofsets(XY)— I10:0-4-120.1-81 (13:0-2-80.301 LOADING (pi SPACING. 2-0.0 CSI. DEFL. in (too) vdeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Ven(LL) -0.38 10-12 >610 240 MT20 244/190 TCDL 15.0 Lumber COL. 1.25 BC 0.84 Vert(CT) -0.93 10-12 >246 180 BCLL 0.0 ' Rep Stress [nor YES WE 0.88 Horz(CT) 0.02 9 Na We BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Attic -0.18 10-12 522 360 Weight: 126 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Excepl' TOP CHORD 4-7:2x4 SP M 31 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 9=11951Mechanical, 2=1172/0-8-0 Max Hors 2=382(LC 12) Max Uplift 9=45(LC 12), 2=145(LC 12) Max Grev 9=1384(LC 2), 2=1248(LC 2) FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2242/254, 3-5=-1767/86, 5-6=1486/186, 6-7=-887/1005, 7-8=.801/969, 8-9=177/250 BOT CHORD 2-12=662/2040, 10-12=-389/1464, 9-10=-385/1457 WEBS 5-12=0/589, 6-13=2392/1140, 10-13=011481, 7-13=512/631, 3-12=-701/400, 9-13=2541/663, 8-13=10351859 Structural wood sheathing directly applied or 2-2-0 oc purling, except end verticals. Rigid ceiling directly applied or 8-1-7 oc bracing. 1 Row at midpt 9-13 NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Eatedor(2) -1-0-0 to 5-0-10, Interior(1) 5-0.10 to 15-8-0, Exterior(2) 15-M to 19-5-0 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) 400.O1b AC unit load placed on the bottom chord, 12-0-0 from left end, supported at two points, 2-0-0 apart. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrem 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) Ceiling dead load (5.0 Pat) on member(s). 5-6, 6-13 7) Bottom chord live load (40.0 pat) and additional bottom chord dead load (5.0 psf) applied only to roam. 10.12 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 9 except (jt=1b) 2=145. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Date: S�A I No 39380 i :ORI ���j��� �NAI . h III1111\\\ tbanl PE ND.39380 Ina FL Cart 6634 East Blvd. Tampa R. 33610 July 25,2019 AWARMNG- VaHydaslgn paravrehrs and READ NOTES ON THIS MO INCLUDED ag1EK REFERENCE PAGE A9W4l3rw. ib'OYJ01gBEFGRE USE ■' Design valid for use onlywiN MTek®comledors. TNs design is based ony upon parameters shown, and is for an individual building mmponen4 not a Miss system. Before use, Me building designer mustvenry the applicability oldesign parameters and property incorporate this design Into Pe overall buildingdesign. Bracing Indicated is to prevent bvoNing of individual truss web endfor Nord members only. Additional temporary and permanent bracing MiTek' is always repuiredfor stabildy and to prevent mllapee with passible personal Injury and property damage. For general guidance regarding the fabrication.damage, delvery, erection and bracing statistics and truss systems,see ANSUTPIf Quality Cdtedt, D3B419 and BC3l Building Component 6904 Parke East Blvd. Satetylnrormat ist avagable tram Truss Plate InsNute, 216 N. Lm SVeN. Sude 312,Nexandda, VA 22314. Tampa, FL 36510 Jab Truss Truss Type ay, Ply T17694116 2019244GROZA-YATES D02 Half Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32%S, qlt 8.240 s Jun 82019 MTek lndusmes. Inc Thu Ju12510:03:552019 5a _ Scale =1:37.8 5.00 12 2x4 11 44 = UB � cw II - Us 11 6.8 = 8-0-0 13A-0 169-12 1212 8-0-0 SJ3-0 2-1-12 3-9-0 l Plate Offsets(XY)- 12:0.3.10-1AI f6:0-".q7--01 [10:0-4-120-1-8[ N4:0-2-00301 LOADING (pso SPACING- 2-D0 CSI. DEFL. in (roc) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.49 2-12 >464 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 Be 0.91 Vert(CT) -1.03 12 >223 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.95 HOR(CT) 0.02 9 nfa Me BCDL 10.0 Code FBC201717PI2014 MaNx-SH Attic -0.21 10-12 443 360 Weight: 1201b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31'Except* TOP CHORD 6-8: Zx4 SP No.1 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP ND.3 WEBS JOINTS REACTIONS. (Ibfsize) 9=1195/Mechanical, 2=1172/0-8-0 Max Harz 2=336(LC 12) Max Uplift 9=22(LC 9), 2=-149(LC 12) Max Grav 9=1384(LC 2), 2=1248(LC 2) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1839/92, 3-5=1596/299, 5.6=529/753, 6-7=-475R70, 7-8=-449f713 BOT CHORD 2-12=407/1566, 10-12=-407/1566, 9.10=402/1557 WEBS 3.12=-16/488,5-13=-2362/873, 13-14=2347/877, 10-14=0/1555,7-14=659/585, 8-14=718/456,9-14=-2626/680 Structural wood sheathing directly applied or 4.1-5 oc purling, except end verticals. Rigid ceiling directly applied or 5-1-0 oc bracing. 1 Row at midpt 9-14 1 Banos at Jt(s): 13 NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and GC Exlertor(2) -1-M to 5.0-0, Interior(1) 5-0.0 to 13-8-0, Extedor(2) 13-8-0 to 19-5-0 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 400.011a AC unit load placed on the bottom chord, 12-0-0 from left end, supported at two points, 2-DO apart. 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.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) Ceiling dead load (5.0 psf) on member(s). 3-5, 5-13, 13-14 7) Bottom chord live lead (40.0 psf) and additional bottom chord dead load (5.0 pal) applied only to room. 1(1-12 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100Is uplift at joint(s) 9 except at=lb) 2=149., 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Dale: No 39380 July 26,2019 rsn paramofcraentl READ N01E5 ON rased ARD USE ®wARMNO-Vse DSUrO(Rwn. MF7nJ rov,rig Cfor .truss valid roc use only andan comp1baEEORE only h M9el®connMors. Thismst tlt9gn basetl any upon parameters snows, antl for an lotliritlual uponpa desg component, not �■' �`( a system. Belpre use, the building tlerigner musr, and property Inaorporam this .. a p is into the overall n,edual kiss offy b andlar chord Members ry and 8uiltling4crgn.Brzcingatity.dislopmrt buGfnonossiblepersoswebantlanUordmemamage.y.rgeneraltempomryantlpermanentOradng muse MiTek' In always for slave, antl prevent eallaprt with possible personal Injury and pmpeM For general guidance andB the . atoms io SVIII. armada, D 9 IaOdaryinf storage, VussayeLSude3istems, me Quality Odteda, DSBA9 and ae51 Building component dais Parke Earl BIM. ae llab,efmm Tmntl Pl Oe.218N.tasses Saleryrnformafion ava,laEle tram Trusa Plata lnsWute, 2le N.Lee Street, Suite 312, Nexantlda, VA 22314. dda,VAM14. Tampa, FL deal Tampa. Job Truss Tess Type Qty Ply T17694117 2019244-GROZA-YATES D03 Hall Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 14 Sli STP = Us = 8.240 s Jun 82019 MTek Industries. Inc. Thu Jul 25 10:03:55 2019 b 1-10.2 0-0-1 1-SO ' d-1-02 39-0 5'B - 2x4 II 4x8 = 5 g 6 7 US = 4 5.00 12 2x4 II 1 3 1x4 I 5x8 - 15 11 17 19 10 9 2x4 II 4xl0MT20HS = 3xe II INS = scale =1:37.6 Plate Offsets (X,Y)-_ f2:0-4-5,G-1-121. [5:G-3-00.2-0) 19:04-12 G-1-8][13:0-2-8 0.2-0] LOADING (fist) SPACING- 2-0-0 CSI. DEFL in (lox) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.47 2-11 >482 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.92 Vert(CT) -0.88 2-11 >259 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Hoa(CT) 0.02 8 n/a n1a BCDL 10.0 Code FBC20177TPI2014 Matrix-SH Attic -0.19 9-11 489 360 Weight: 11816 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31'Except- TOP CHORD 5-7: 2x4 SP Nail BOTCHORD 2x6 SP M 26 _ BOTCHORD WEBS 2x4 SP No.3`Except' WEBS 3-11 A-13,6-9: 2x4 SP No.2 REACTIONS. (Ib/size) 8=1186/0-2-12, 2=1181/0-8-0 Max Ham 2=289(LC 12) Max Uplift 8=40(LC 9), 2=139(LC 12) Max Grav 8=1375(LC 2), 2=1256(LC 2) FORCES. (lb) - Max. CampJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-1939/116, 3-4=1683/333, 4.5=93/505, 5-6=90/547, 6.7=68/434 BOTCHORD 2-11=366/1669, 9-11=366/1669, 8-9=363/1656 WEBS 3-11=0/532, 4-12=22291439, 12-13=22161454, 9.13=8/1539, 6-13=572/481, 7-13=420/63, 8-13=2624/577 Structural wood sheathing directly applied or 4-6-8 oc pur ins, except end verticals. ' Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpl 4-13, 8-13 NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-M, Interior(1) 5-0.0 to 11-8-0, Exterior(2) 11-8-0 to 19-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) 400.O1b AC unit load placed on the bottom chord, 11-7-0 from left end, supported at two points, 2-0-0 apart 3) Provide adequate drainage to prevent water pounding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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) Ceiling dead load (5.0 psf) an member(s). 3-4. 4-12, 12-13 8) Bottom chard live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 9) Provide mechanical connection (by others) of truss to bearing plate atjoinl(s) 8. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 8 except at=lb) 2=139. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ♦♦♦♦♦MPS A�/�It.. ,, ♦� O . B9 e No 39380 V .,���S'� NA�,EN♦♦♦ Thomaz A. Albard PE No.3938O MTek USA Inc. R. Cert 6639 6904 Parke East Blvd. Tampa FL 33610 Date: July 25,2019 lrydWge N07FS ON ilea ENCEpA0EF9Fdual rev.fg BFFORE U3E ®WARMid *�' Design ar use any bras MMdelfenendoes-T eases any upon parameters Shawn, and is for h MTek®g anyrNonpara Shown,component.not ompo building rumpa e Syst designertheapplir in orporate t is esig er must wary am designparametersand property incorporate Nisdesignreamareoverall e, ce tlevenermufing aamsssystem.aermBginleeedis buMaysesgn.eraoingintly to ltemporaryandpeenanenl Erasing of "as web temporary is to prevent bucwngaf losublelWss wenury MiTek' Is Mays and Cle personal injury and property damage. and 8Ne for bllirymet,o acing and brnt oidse Quality crue.,D Ba89 storetl,defivreran see VA Quality arifeda, DSad9 and 6a5r Bulldrng Component rubrication. storage, daBvery,erein eEas181vd. Se)erylnfmrma0mn availaele Eom Truss Plate InsgMe, 218 N. Lee SareH, Suite 312,Nexantlria, VA22314. Truss Rate Include. N. Lee Suacaems,see di Tampa, FL 36310 Tampa. Job Truss Type Qty Ply T17694118 2019244-GROZA-YATES ED04s" Half Hip 1 1 Job Reference (optional) guilders First Source, Plant City, FL-32566, it 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 25 10:03:56 2019 Pagel ID:a VlItFfleUEpwgykERXAM?ylE4v-Yg2jCzj9PZSL1 zoNlpPaRAARBOwEJhjed6BO4yuZ2X e-0-o now 7-10.2 7.1 .3 sae lso-rz 19- -12 lao 7-10.2 1-6o F1-12 19-0 0.143 Scale=1:34.2 416 = ail II 4x8 = 15 b 16 2x4 II ..... _.._.... eve II 3xs G 4xe - 8-00 F 9b-0 F 15-9-12 12:L12- Ml 7-9-10 19 0-112 3-9-0 Plate Offsets(XY)- (8:04-80-1-8[ [12:0-1 1-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdee L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(L-) 0.30 2-10 -773 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.78 Vert(CT) -0.52 10 >440 180 MT20HS 1871143 BCLL 0.0 ` Rep Stress Incr YES W3 0.88 Hoa(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Attie -0.12 B-10 773 360 Weight: 117 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x6 SP M 26 WEBS 2x4 SP No.3 `Except` BOT CHORD 3-12:2x4 SP No.2 WEBS REACTIONS. (lb/size) 7=1189/0-2-12, 2=1178/0.8-0 Max Horz 2=243(LC 12) Max Uplift 7=44(LC 9), 2=133(LC 12) Max Grew 7=1378(LC 2), 2=1254(LC 2) FORCES. (Ib) -Max. Camp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-3=2219/248, 3-0=525T71, 4-5=-452/21, 5-6=459/20 BOT CHORD 2-10=422/1954, 8-10=422/1954, 7-8=419/1950 WEBS 3-10=0/491, 3.11=1593/523, 11-12=1565/530, 8-12=0/1318, 5-12=-556/498, 6-12=-24/487,7-12=-2630/566 Structural wood sheathing directly applied or 2-7-13 oc purling, except end verticals. Rigid ceiling directly applied or 9-11-1 oc bracing. 1 Row at midpt 7-12 2 Rows at 1/3 pts 3-12 NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-sewnd gust) Vasd=132mph; TCDL=4.2psY BCDL=5.Opsf; h=15R; Cat. It Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-8-0, Exlenor(2) 9-8-0 to 18-1-13, Interior(1) 18-1-13 to 19.5-0 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 2) 400.011b AC unit load placed on the bottom chord, 11-7-0 from left end supported at two points, 2-0-0 apart. 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) `This truss has been designed for a live load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 3-11, 11-12 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. B-10 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 I6 uplift at joint(s) 7 except (jt=lb) 2=133. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. p``,%O'0PS� A , g4e!i $ • 9 Ii. No 39380 Date: FOR%) 'IO N All - July 25,2019 AWANrONG- Verbytlsr9nParamoters andREAD NOTES ON MS AM INCWDEO NITEK REFERENCE PAGE M i raw. 100017015 BEFORE WS �R Design wandfor use only with MTeM connectors. This design is based only upon parameters spawn, and Is for an Indi dual building component, net p` a truss system Before use, Pe bulking designer must verify the applicability of design parameters and pmpery Incorporate Nis design into 0e overall buikingdesgn. Bracing Indicated is to prevent buckling of indmdual truss web anNorcdord members only. Additional temporary and Permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the recreation, storage, calvary.emetion and bracing of trusses and Wss rysteara,see ANSUTP11 quality Creeds, OSS49 and Best Building Component ages Parke East Blvd. 5aaawbo/armaddn avegxble from Truss Pete essute, 218 N. Lee Street, Suite 312AlexanNk, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17694119 2019244-GROZA-YATES D05 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 8.240 s Jun 82019 MTek Industries, Inc Thu Jul 25 10:03:57 2019 Pagel ' ID:EjWtFfIeUEpwgykERXAMVE4v-1lc5QlkdAtbCfeN2aSKe7bJFbplzo8stGslxWyuZ2W 12a 0 -1-0-0 510.4 7-102 9-0.0 109-0 11-0.0 12.1-14 14.1-12 19612 1-0.0 i10.a 141-id TIM t-0-0 180 1-0-14 Ott 1-912 SSO Scale=1:34.8 5x8 11 3x8 = 5 as = 4 6 4x6 = 2x4 11 Us = s.00 12 7 9 10 2xa II 3 17 6 �1 2 {1 C 4 13 12 ST1.5x8STP = 2x4 II 4x8 - 2xa It 11 3x8 � 6x8 = Plate Offsets (X,Y)- [2:0-3-1 0-1-8j [8:0.50 0.2-81 LOADING (psf) SPACING- 2-0.0 CSI. Di in (loc) IldeD Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -OM 12-14 >776 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.5312-14 >436 1180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 HOR(OT) 0.02 11 Na n/a BCOL 10.0 Code FBC20171TPI2014 Matrix-SH Attic -0.14 12-14 687 360 Weight: 112 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Except* 1-5: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3'ExcepC 3-14,4-6,9-12: 2x4 SP No.2 REACTIONS. (Iblsize) 11=939/0-2-12, 2=1037/0.8-0 Max Hoa 2=216(LC 12) Max Uplift 11=261(LC 9), 2=291(1_C 12) Max Gran, 11=1097(LC 2), 2=1173(LC 2) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid calling directly applied or 10-0-0so bracing. WEBS 1Row at midpt 8-11 FORCES. (Ib)- Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=1950/652, 3-4=169`i 4-5=-133/562, 5-6=1331636, 6-7=15691747, 7-9=18001626, 9-10=1665/585, 10-11=-009/264 BOT CHORD 2-14=-757/1675, 12-14=75711675, 11-12=-77111721 WEBS 3-14=01419. 4-15=23511966, 6-15=2351/966, 8-12=01752, 8-9=3861367, 8-11=-1859/817, 8-10=566/1660 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5Apsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-" to 5-D-0, Interior(1) 5-0-0to 10-0-0, Exlerior(2) 10-0-0 to 12-3-10, Interior(l) 12-3-10 to 19-5-0 zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent wim 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) Ceiling dead load (5.0 pst) on member(s). 3-4, 6-7, 7-9, 4-15, 6-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead lead (5.0 psf) applied only to room. 12-14 8) Provide mechanical connection (by others) of truss to bearing plate at joints) 11. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) except 0=11h) 11=261, 2=291. 10) Graphical purlin representation does not depict the size or the orientation of the puffin along the top andfor bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ` ```,11111111ills `�i ,OpS A. O �G E NSF• No 39380 O % ir. z i e 9• O Ft "ID ���t7 1111111111,001, Thomas A. Albanl PE No,39380 M1ek USA, Inc FL Carl 6634 6904 Parke East Blvd. Tampa FL33610 Date: July 25,2019 ®WANAONO-Vally eorgapaam.fm amdNPAO NOTES ON THIS AND INUUDED Affli 6£RBNCE PAGE Nil mv. 100312015 BEFORE use 1�jR' Design gn valid for use any with MTek s connectors. This tlesign Is based any upon parameters shown, and Is for an Indivdual building component, not F•`�YFiA■ re a miss system. Befome, the building designer must verify Me applicabirty of design parameters and properlyIncorpemte Nis design Into the overall builiingdesgn. Slating Indicated is to prevent budding of individual tmsz web anchor drord members ony. AddAonal tempoary and permanent bating MiTek' Is always required for Stanley and to prevent collapse with possible personal Injury and property damage. Forgenead guidance regarding the fabdra0on, storage. delivery, breed and among oftruseas and truss systems, see ANSglPN Overly Creeds, OSB 9 and Best Building Component 6904 Parke East Blvtl. Sarefylnrormaflon avagable (ram TMs Plate Inst,INe, 218 N. Lea Street, Sube 312, Plexandda, VA 22314. Tampa. FL 366110 Job Truss Truss Type Oty Ply T17694120 2019244-GROZA-YATES 006 Roof Special 1 1 Job Reference (optional) hunches elrsl Source, Ylenr aty, YL-JZ=b, 15 Jun U2U]V MI I eK IaaUalrleS, Inc. I nu Jul Zb lU:U3:pd ZUIU Scale = 1:a5.1 3x6 = axis = 5 3x8 4 5 5.00 12 2x4 It 5x8 = 3x4 II 3 7 9 14 13 2 �1 12 11 10 ST1.5x8 STP = 2x4 I Sx8 a - 2x4 I lode = 7x10 = Plate Offsets (X Y)- [2:0-0-1 0.0-3[ [5:0-3-0Edge) [7:0.2-11 Edgel [8:0-0-0 0-0-15] LOADING (psf) SPACING- 2-0-0 CSL DEFL in (too) UdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vari(LL) -0.44 10.12 >524 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.7710-12 >296 180 BCLL 0.0 Rep Stress Ina YES WB 0.60 Halz(CT) 0.01 8 Na We BCDL 10.0 Code FBC20177TPI2014 Matril Attic -0.1610-12 637 360 Weight 1001b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Eucept' TOP CHORD 7.9: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 •Except• SOT CHORD 8-11: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1038/0-8-0, 8=94310-2-12 Max Hall 2=187(LC 12) Max Uplift 2=294(LC 12), 8=251(LC 13) Max Grav 2=1175(LC 2), 8=1100(LC 2) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=20271'700, 3.4=17047757, 4-5=-360/1428, 5-6=-349/1423, 6-7=1722/765, 7-8=17031744 BOT CHORD 2-12=-714/1728, 10-12=714/1728, 8-10=735/1643 WEBS 3-12=0/594,4.6=3272/1197,7-10=0/513 Structural wood sheathing directly applied or 2-2-0 oc putting, except end verticals. Rigid ceiling directly applied or 8-7-14 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=S.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0. Interior(1) 5-0-0 to 10-0-0. Exterior(2) 10.0-0 to 14-7-8, Interior(1) 14-7-8 to 19-5-0 zone; cantilever left and right exposed ;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 podding. 4) This truss has been designed fora 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) Ceiling dead load (5.0 psQ on member(s). 3-4, 6-7, 4-6 7) Bottom chord live load (40.0 psi and addftional bottom chord dead load (5.0 psl) applied only to room. 10.12 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Is uplift at joint(s) except (jt=lb) 2=294, 8=251. 10) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. A � S • 9 ��� No39380 �9.. F .� i %OAF O R\ 9 P r Nc�,. ,'e;SS1O,NM- July 25,2019 ®WARMNO •VadydoLgnpaamaHn andREAD NOTEg ONTWSAND INCLUDEDMrEK REFERENCE RAGEWF7ll3rev. lryOL1p16BEFORE USE Design valid for use only with MTeM connectors. This design is based Dory upon parameters shown; and Is for an indiNtlual building component, not I a truss system. Before use, the building designer must very the appitcabilay of design parameters and propertythcoryoate this design Into Me overall building design. Banng Indicated is to prevent budding of indmtlual truss web mWor chord members only. Additional temporary and peomanent bri M!Tek• u always required for stabilM and to prevent collapse with possible personal injury and papedy damage. For geneal guidance regarding 0e fatheredn, dorage,delvery, erection and baring of trusses and tnressystems,see Alil lPll Quality Critarl Deal and BCS1 Building Component 6904 Parke East Blvd. Safey Ldormnlron available Gam Tugs Plate Institute, 21a N Lee Street. SuEe 31ZAeo endda, VA22314. Tampa, FL aging Job Truss Truss Type 0ty Ply T17694121 2019244-GROZA-PATES D07 Roof Special 1 1 �Jrxnlliifisremce (optional) omiaem Ins, aoume, "an,"" rL-o4pao, o.zeusaun ozulmmieKlnai ' ID:ajWItFfIeUEPwgykERXAM?ylE4v-zFkrq-lt 1.0.0 510-0 7-10-2 7140.4 116-00-011-60112-7-14 U 7410 SiOd I 1-11-1 -1 4 3xe = ins = 5 3x8 4 5 5.00 12 214 II 2n4 II 3 7 15 14 2 �1 d 13 12 11 ST1.5xs UP = Sx9 2x4 II — swl = ads mc. nudmzelu:usaazma Scale=1.35.1 Side = Plate Offsets (X Y)-12:0-41 0-0-31 15:0-3-0 Edge] LOADING (psf) SPACING- 2-0.0 CSI. DEFL in (loc) Vdeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC OAS Vert(LL) -0.39 11-13 >592 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC OAS Vert(CT) -0.69 11-13 >333 160 BCLL 0.0 ' Rep Stress lncr YES WB 0.64 H0a(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matra-SH All -0.15 11-13 660 360 Weight: 991b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31'Except" TOP CHORD 8-9: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 'Except' BOT CHORD 10.12: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=957/0-2-12, 2=1042/0-8-0 Max Hoa 2=158(LC 12) Max Uplift 10=-239(LC 13), 2=295(LC 12) Max Grav 10=1114(LC 2), 2=1178(LC 2) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2024/732, 3-4=-1717/788, 4-5=-327N304, 5-6=362/1320, 6-7=-1701053, 7-8=2050l770 BOT CHORD 2-13=-647/1730, 11-13=647/1730, 10-11=-848/2132 WEBS 3-13=0/554, 4-6=3151/1211, 7-11=911804, 8-11=-489/279, 8-10=2339/920 Structural wood sheathing directly applied or 3-7-9 oc puffins, except end verticals. Rigid ceiling directly applied or7-9-15 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Eaterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-0-0, Exterior(2) 10.0-0 to 16.0-0, Intenor(1) 16-0-0 to 19.5-0 zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pontling. 4) This truss has been designed for a 10.0 psi bottom chord live load noncencument 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 0t between the bottom chord and any other members. 6) Ceiling dead load (5.0 Pat) on member(s). 3-4. 6-7, 7-8, 4-6 7) Bottom chord live load (40.0 Pat) and additional bottom chord dead load (5.0 psp applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate aljoint(s) 10. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoinl(s) except (it -lb) 10=239,2=295. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 6904 gate: July 25,2019 ON IAE ®WAiWNO•Vadytlllwth peneldo OlOWOr:OlQr6shown craugRBAONOTES Design valid for use oily with MTex®asedonly aENCEFAOB,W-T4T]m.ing component, This e based oily upon parameters shown, for an InCi building wmpone om rat a Imse system. BBraci use, Me building resigner pr p Min designer lee a a We resign Into edgy t this o m of design antl e overall f st nt robbing individual truss Mind mem wry. onai to generalltempamryan4 permanent emcing a alwaysrquired facmgiility withloiWseweeury MiTek' WO is is always required onto prevent coops and to m0apse with possible anporamemeeree.For ps injury propeM damage. For general guidance regarding Me , detaeilM and b of tresses amend, D aastems, ua ANSVAZ2Quality Ldlena, Oead9 and Baal Building Component rabece44geraraga, and truss syste s. Eaelelvd. dubitry,efrow Tnds Radng SMeylnformabon avaJaele fmm Tmss Plate InstAme, 218 N. Lee eVee1, Suite 312. Nexaneda. VA22314. N, as Tampa, R 36610 Tampa. FIa Job Truss Truss Type Ory Ply T17694122 2019244-GROZA-PATES DO8 Roof Special 1 1 Job Reference (optional) _ Builders First Source, Plant City, FL-32566, 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 2510:04:002019 Scale =1:36.9 3x6 = 3,,8 = 5 via 2x4 II """ — 2e4 II 4xS s6= 2x4 II 510-0 1a1-12 1aa0 196t2 slog amaz-4 I1-z-1z Plate Offsets(XY)- [2:0-3-130-0-3) [5:0-3.OEdge) f8:0b130-1-12) [8:0.1-80-1-0) LOADING (psi) SPACING. 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(L-) -OA2 9-11 >552 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Verl(CT) -0.74 9-11 >311 180 BCLL 0.0 ' Rep Stress Ina YES AB 0.60 Horz(CT) 0.03 8 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix-SH Attic -0.15 9.11 666 360 Weight: 91 It, FT=20% LUMBER - TOP CHORD 2x4 SP M 31'Except' 12-13: 2x4 SP No.3 BOT CHORD 2x6 SP M 26 -Except- B-10: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1039/0-8-0, 8--941/0-2-12 Max Horz 2=105(LC 12) Max Uplift 2=300(LC 12). 8=246(LC 13) Max Grav 2=1175(LC 2), 8=1097(LC 2) BRACING - TOP CHORD Structural wood sheathing directly applied a 2-2-0 oc purins. BOT CHORD Rigid ceiling directly applied a 8-7-5 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2044/781, 3-4=1723/838, 4-5=525/1454, 5-6=-503/1454, 6.7=-17231860, 7-8=-2058/818 BOT CHORD 2-11=-601/1745, 9-11=601/1745, B-9=601/1745 WEBS 3-11=01584, 4-6=3320/1480, 7-9=0/614 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=159; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-0-0, Exh ior(2) 10-13-0 to 16-0-0, Interior(1) 16-0-0 to 19-5-6 zone; cantilever left and right exposed ;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) This truss has been designed fora 10.0 psf bottom chord live load nonconcumenl 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) Ceiling dead load (5.0 psf) on member(s). 3-0, 6-7, 4-6 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to roam. 9.11 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=300,8=246. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 14) S • 9 ��i L j NO 39380 L •4uu •,i,4pNA� Ego. Thomas A. Albanl PE No.39380 Mifek USA, Inc. FL Cart 66M 6904 Parke East Blvd. Tampa FL 33610 Date: July 25,2019 ®WARWiter. erlfydaslpnperamoemaandREAD NOTES CHMSANDMaUDEOagTEKBEFEBEIICEPA0EW47MJ fO'017015BEFORE USE Design vand for use only with Mined®cannedan.This design is based any upon parameter shown, and Is or an indi slum building wmpanem, net a tress system. Before Lie, the building designer must va,iyttlo appfwbik of design parameters and,rc,ary Inco,parate Nis design Mt. Me overall buildingdesign. Bracing iddcated is to prevent buWing ofmdiddual May web andlor MON members only. AdOnionattrmparary andpdaeanent bracing MiTeK S always required for stab,tty and to prevent collapsewM possible personal injury and property damage. Far general guidance ragaming the fabrication. average. delivery, erection and bracing of trusses and mess Matems, see ANSUTPIf Duality Criteria, DS&89 and BCSI Building Component dead Parke East Blvd. Safetylnformaden available tram Truss Plate Insveuve, 219 N. Lee street, Butte 312,Auandna, VA 22a14. Tampa, R 36610 Job Truss Truss Type Oty Ply T17694123 2019244-GROZA-YATES D09 Common 1 1 Job Reference (optional) _ BullaerS First Source, Plant City, 1-1.-326456, I tsZ4U S Jun B ZU1U MI Ias Industries, NO. Thu Jul Zb 1U:U4:U1 ZU1Y Scale=1:35.1 M:18 ass = 5 as II "' 2x4 II 5x6 = 3xa LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING. 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep SVess Ina YES Code FBC2017lFPI2014 CSI. TC 0.92 BC 0.78 WB 0.64 Matrin-SH DEFL. in Ven(LL) -0.43 Vert(CT) -0.77 Hom(CT) 0.03 Attic -0.15 (loc) VdeB Ud 9-11 >536 240 9-11 >301 180 8 rue his 9-11 661 360 PLATES GRIP MT20 244/190 Weight: 911b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x6 SP M 26 *Except' BOT CHORD Rigid ceiling directly applied or 8-4-14 oc bracing. 8-10: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 8=950/0.8-0, 2=1049/0A0 Max Hoe 2=105(LC 16) Max Uplift 8=252(LC 13), 2=302(LC 12) Max Grav 8=1102(LC 2), 2=1188(LC 2) FORCES. (Ib)-Max. Comp./Max. Ten. -Ali forces 250(lb) or less except when shown. TOP CHORD 2-3=-2091/799, 3-4=-1761/852, 4-5=552/1511, 5-6=530/1511, 6-7=1760/874, 7-8=-2088/831 BOT CHORD 2-11=619/1787, 9-11=-619/1787, 8-9=619/1787 WEBS 4-6=-3424/1525, 7-9=0/596, 3-11=0/601 NOTES- 1) Unbalanced roof live loads have been Considered for this design is 2) Wind: ASCE 7-10; Vul1=170mph (3-secand gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlenor(2) -1-0-0 to 5-0-0. Interior(1) 5.0-0 to 10-0-0, Exterior(2) 10-0-0 to 16-0-0, Inledor(1)16-0-O to 19-8-0zone; Cantilever left night for forces B MWFRS for reactions shown; ♦ A and exposed;C-C members and Lumber DOL=1.60 plate grip DOL=1.60 ♦♦ O\r`••.....•• E N '9 3) truss has been fora loads.V�G `SIC••• This designed 10.0 pad bottom chord live load nonconcurrent with any other live 4)' This truss has been designed for a live, load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 39380 will fit between the bottom chord and any other members. 5) Ceiling dead load (5.0 psi) on member(s). 3-4, 6-7, 4-6 L 6) Bottom chord live load (40.0 psi) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 7) Provide mechanical connection others) of truss to bearing Capable of withstanding 1001b uplift at jcinl(s) except op -lb) :. -U : I (by plate 8=252, 2=302. i •, �(/ 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 0R1�.' . SIoNA 0",\♦ ThomasA.Alban) PE No.39380. Mflek USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: July 25,2019 ®wows -Valfy Cesfpnpererral 4ndREAD NOTES ON Tr MDINCLIrDEDADIEKREPERENCEPAGE,l 7413n.ia'OLIOIEBEFORE USE wild for use onlywith MTeM000nectem. This design is based only upon parameters shown, and is for an Individual building component, net nil'Design a time system. Below use, me building designer must verify the appgwbilly of design parameters and properly incaryonate this design into the overall buildingdesign.Brtlng indnated is to prevent buoWing of Individual Inw web andlor dmord members only. Additional temporary and Permanent bracing MiTek• Is amways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fderiwlion,storage. dervery, erection and bredng of trusses and truss systems, we ANSIyTPll Quality Criteria, DS949 and SCSI Building Component 6904 Parke East Blvd. Safdylnformeffon available from Truss Plate Institute, 218 K Lee street, suite 312, Nexandda, VA22314. Tampa. FL 36610 Job Truss Truss Type Dly Ply T17694124 2019244-GROZA-YATES DIO GABLE 1 1 Job Reference o tional .."oars nrst source, roam spry, rL-dca.., ..1. a eun a A.aa I. el,mausmes, Inc. I nu 4ul ea luua.w cu is Scale =136.8 TOP CHORD MUST BE BRACED BY END JACKS, - 44 — ROOF DIAPHRAGM, OR PROPERLY CONNECTED Special PURLINS AS SPECIFIED. Special 8 25 24 5.00 12 Special 6 11 Special 26 Special 4 13 Special 22 2] Sx8 11 Sx8 Special Special 3 2 j ` �1 l 21 28 29 20 30 31 18 32 33 18 34 35 1] NAILED ST1.Sx8STP = NAILED NAILED NAILED Sx8 NAILED 5x6 NAIL5x8 = =• = NAILED STL5xSSTP = NAILED 34= 34= NAILED NAILED NAILED 24]-0 64}t4 M 13.11-2 18-0-0 20-0-0 211 I 4-0-14 3.11-2 3-11-2 I 4-0.14 2-0-0 Plate Offsets ()(Y)— [9:0.5-0 0.2-81 119:030 0-3-0] LOADING (psf) SPACING- 2-0-0 Cal. DEFL in (IDS) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.26 Vert(LL) 0.07 20 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.11 18 -999 180 BCLL 0.0Rep Stress Inv NO WB 0.44 Horz(CT) 0.03 15 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-SH Weight: 130 I6 FT-20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-8-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-8 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Bruce at Jf(s): 7, 10 REACTIONS. (lb/size) 2=896/0-8-0, 15=8961M-D Max Horz 2=94(LC 12) Max Uplift 2=337(1.0 8), 15=337(LC 9) FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3-1550/541, 3-4=-1280/429, 4-6=1268/481, 6-8-1233/497, 3-5=598/362, 57=-598/362, 7-9=598/362, 9-10=508/383, 10.12=508/383, 12-14=509/383, 8-11=-1233/507, 11-13=1268/491, 13-14=-1280/438, 14-15=1550/547 BOT CHORD 2-21=-536/1354, 20-21=536/1354, 19-20=-116/519, 18-19=-116/519, 17-18=448/1354, 15-17=448/1354 WEBS 3-20=197/400, 5-20=262/220, 9-20=592/1150, 9-18=568/1150, 12-18=-254/218, 14-18=-205/359, 8-9=259r719 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS cantileverleft and right exposed Lumber DOL=1.60 DOL=1.60 A,,,q� (envelope); ; plate grip `% O e 3) Truss designed forwind loads in the plane of the truss only. For studs exposed to wind (name[ to the face), see Standard Industry ,���:r •,•'DOE(\js••.'92�e F ••, Gable End Details as applicable, or consult qualified building designer as per ANSI7TPI 1. �� • ' V �� 4) Provide adequate drainage to prevent water paneling. NO 39380 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 So. C 7) This truss has been designed for a 10.0 old bottom chord live load nonosincument 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 -O CC Z will fill between the bottom chord and any other members. 9 �, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ijt=11b) •, �(/� 2=337, 15=337. Graphical does depict bottom 10) Pullin representation not the size or the orientation of the pudin along the top and/or chord. 11) 1 6NA 12)Henger(s)lorotheer connector device(s)sha�be provided sufficient to supportconer centratedload(s)1961b down and 1571b up at 2-1-12, 36 ID down and 37 lb up at 5-0-12, 36 lb down and 37 IS up at 7-0-12, 36 Ito down and 37 Ib up at 9-0-12, 36 lb down and 37 Ito up at 10-114, 36 It, down and 37 Ib up at 12-11-4, and 36 lb down and 37 Ito up at 14-11-4, and 196 lb down and 157 to up Thomas A Atari PE 110.39380 at 17-10-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. MTek USA, Ina FL Cart 6634 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33610 Efate: LOAD CASE(S) Standard July 25,2019 ,onlinued on Dame 2 ®WARMNO-V"dwopanmofmandR NOESON] SMOINCLUDEDr41TEKREfBRENCEPAGE,t91.747]rev.11W m5BEFOREUSE Design valid for use only ach MBe®connectors. This design is based only upon parameters shown, and is for an Indimcual building component. net a truss system. Solve use, the building designer must very the applicability of design parameters and pmpedy incorporate Nis design into the overall building design. Bracing indicated is to prevent balding ed Individual muss web anchor choll members only. A4daianal temporary and permanent bracing M!Tek• is ahvays required for stabiliy and to prevent c elapse wap passible personal Injury and property damage. For general guidance regarding Me fabn-lion, Storage, derivery,ere.nn and predng INlmssesaM truss systems, see ANSM11 Quality Canada, DSB419 and BCSl Building component 6904Parke East 01W. Syln alelormafion available porn Truss Plate Instnule. 218 N. Lee abroad, Sum 312, Nexandna, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Qty Ply T17694124 2019244-GROZA-YATES D10 GABLE 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Ved: 1-3=70, 8-8=70, 8-14=70, 14-16=70, 2-15=20 Concentrated Loads (lb) Vert: 3=67(F) 14=67(F) 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 2510:04:03 2019 Page 2 ID:ajWjtFfleUEpwgykERXAM7ylE4v-MzMgMo01jLLN1 rB gR2MwyX00trNbHIFCJ38AyuZ2Q ®lsoute -Vwlty daziPnpanmofeaantl RFAD NOTES ON TNISANDINCLUDEDATIEl(NEFENENCE PAGE A0WQ9aw. 11115,25!015BEFORE USE ■—we Design valid for use ontywth MTek®conneelors.Tlds design is based any upon parameters shown, and is for an individual building component, not a truss system. Before use, Me building designer must ventyme applicability of design paameters and pmpedy incethis design Into 0e overall ■.�YI� aorate buildingdesgn. Swung blooded is to prevent trading of mdhidual lass web andlur ended members ony Addtio I temporary and permanent bracing MiTek' is always required for Mainly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fa mboon, storage, delivery,ereaton and bracing ofimsses arm buss Systems, me ANSPTPH Quality Called., O619A9aad Best Building Component 6904 Parka East Blvd. Safetylnyarmation available from Tmas Plate InsitNe, 21a N. Lea Street. SuW 312. Ae WdM. VA Ml4. Tampa, FL 36610 Job Truss Truss Type cry Ply T17694125 2019244-GROZA-YATES E02 Common 2 1 Job Reference (optional) ommers nrsr source, ,an, ary, rL-4zoab, i o,au ssunu uiu mue6 mausures, Inc. I no Jul zo iu:u4:w zuly 44 = 3 Seale =1.23.0 ST1.Sxe STP = tz4 ST1.5x8 STP = 44= 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. N (loc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.05 4-6 >999 240 TCDL 15.0 Lumber DOL 125 BC 0.40 Vert(CT) -0.07 4-6 >999 180 BCLL 0.0 ' Rep Stress Inner YES WB 0.10 Hcrz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FSC20171TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 Ste No.2 WEBS 2x4 Ste No.3 REACTIONS. (Iti/size) 2=60310-8-0, 4=60310-8-0 Max Horz 2=-60(LC 17) Max Uplift 2=-226(LC 12), 4=226(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=775/594, 3-4=775/594 BOT CHORD 2-6=365/633, 4-6=365/633 WEBS 3-6=13/275 PLATES GRIP MT20 244/190 Weight: 441b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or5-7-14 cc putting. BOT CHORD Rigid ceiling directly applied or B-8-11 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132ni TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0.0 to 6.0-0, Exterior(2) 6-0-0 to 12-0-0, Interior(t) 12-0-0 to 13.0-0zone; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom Nord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (A=lb) 2=226, 4=226. No39380 ,IbNAC E�%%%%`� Thomas A. Albanl PE No.39380 M7ek USA, Inc. R. Girt 6634 6904 Parke East Olvd-Tampa FL33610 Date: July 25,2019 ®WAPyONG- yMfych s/pnpNamafare and BEAD NOTES ONTlOg AND INCLUDEDNIIEX FFFEBENCE PAGE IMPT473rw. 100V2016 BEFORE USE Design valid for use only Win MRekdp connectors. This design 6 based only upon parameters shown: and is for an individual budding component, not ��• a truss system. Before use, Me building designer must vents Me appliesta ty of design parameters and property incorporate, Nis design into the Overall buildingdesgn. Bracing indicated into prevent buating ofindmdual truss web andforchord members only. Add8lonaltemporaryandpereanembraung M!Tek• is arways melded for stabitily and to prevent collapse wM possi ld personal injury and property damage. For general guidance regarding Me fabricator. storage, delvery, all and bracing oftrunes and Sues systems. we ANS11PH Quality Cdreds, OSB49 and SCSI Building Component 5904 Parke East Bhd. Sareryinformatron availableham TmsSPlate Ins We,218N.Lee SIree.SuBe3f2Nemndna.VAM14. Temps.%36610 Job Truss rugs Type all Ply T17694126 2019244-GROZA-YATES E03 GABLE 1 1 Job Reference (optional) burners Tina source, Plant LTry, rL-3ZoW. b.24U S Jun 5 ZU19 MI I ex Industries. 100. rhu Jul 2510:04:0b ZUl9 1.0-0 2-00 4-0-0 4-0-0 2-0-0 1-0-0 Scale=1:23.7 416 = 4 NAILED NAILED 17 5.00 12 b 2x4 2x4 II NAILED NAILED NAILED 48 i NAILED s 4xe 3 5 8 2xa II 7 2 s t9 4 to z0 zt u 4 9 G NAILED 2x4 It NAILED NAILED NAILED G awl 11 ST1.5x8 STP = ST1.Sx6STP = 3x4 = NAILED NAILED axe = -00 229 10-0-0 12-0-0 1 8.0.0 2.0.0 LOADING (pst) SPACING. 2-&0 -CSI. DEFL. in (lac) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.08 9-10 >999 240 MT20 2441190 TCOL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 9-10 >752 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.12 HOrc(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight: 58 lb . FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jl(s): 5 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=536/0-8-0, 7=536/0-8-0 Max Horz 2=60(1_0 39) Max Uplift 2=210(LC 4), 7=210(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=978/270, 3-0=407/192, 3-5=-575/144, 5-6=-575/W, 4-6=-407/193, 6-7=97M!37 BOT CHORD 2-10=-215/877, 9-10=-244/836, 7-9=221/880 WEBS 3-10=01302, 6-9=0/302 NOTES. 1), Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Dpsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or wnsult qualified building designer as per ANSI/ ­PI 1. II I'll 111111j 4) Provide adequate drainage to prevent water pending. 5) Gable studs spaced at 2-D-0 oc. `III ,\I'r, S� A lI� q�e �IA 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. `�� Ow•P • ,���.2. , ••� G E N Si'• '�i� 92 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 V F•••„ will fit between the bottom chord and any other members. `� No 39380 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except (jt=lb) 2=210, 7=210. * ^ 9) Graphical purin representation does not depict the sae or the orientation of the purlin along the top and/or bottom chord. 10) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148'N3.25") toe -nails per NDS guidlines. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ^ ?1 •• 4tj LOAD CASE(S) Standard OT •' P'•• ��� ,���<ss�gNALE i)Dead + Roof Live Plate Increase=1.25 ,,, Unform Loads (plf)0a3-0tl70,4-6e70ef6-8570,27PIZ Vert: Concentrated Loads (Ib) Vert: 15=67(F) 18=67(F) Thomas A, Alban! PE Ne.39380 "I kUSk Ina FLCert6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 25,2019 ®WARMNO-Vadrydes(9nparamatoroand READ NOTES ON TMSMDINCLUDEDb REFERENCEPA0EA TV3 m.10'ONa1g BEFORE USE Desgn valid far use coh wah MTeMconnectors. This design is based only upon parameters shown, and is for an individual building component, net a truss system. Before use, the building designermust vent' the applicabilityof design parameters and properly inmViate this design into the miciall buildmgdesgn. Bracing indicated is to prevent bucMing of Individual truss web and/or Nord members only. AddnionaltemporaryandpennanembracNg MiTek' always required for stability and to prevent collapse with passible personal injury andpropeM damage. Forgenoml guidance regarding the fabncaton,storage, de4very,erection and bmNq ofbusses and truss systems, see ANSMP11 Ova11ry Crush., DSB49and SCSI Building Component 6904 Palos East Blvd. Sareylmarmetron available from Tress Plata Instcute, 218 N. Lee Street.Suiw Jt2, Alexandna, VA 22314. Tampa, 19L 36610 Job Truss Truss Type Orr Ply T17694127 2019244-GROZA-YATES EJ2 Jack -Open 12 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, aw = ST1.5x8STP = 8.240a Jun 82U19 MTek Industries, Inc. Thu Jul 2510:01:052019 Scale = 1:8.7 Plate Offsets(XY)— [2'D-1-140-0-10) LOADING (psf) SPACING. 2-0.0 CSI. DEFL in (lac) Vdeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 2 >999 240 MT20 2441190 TCOL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 24 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017/TP]2014 Marm-P Weight 8lb FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=46/Mechanica1, 2=182/0.8-0, 4=19/Mechanical Max Hom 2=65(LC 12) Max Uplift 3=44(LC 12), 2=96(LC 8) Max Gray 3=46(LC 1), 2=182(LC 1), 4=38(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purims. DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsh h=15ft; Cat. II; Erp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ;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 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 chard in all areas where a rectangle 3.6-0 tall by 2-0-0 wide Wit 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 I6 uplift atjoint(s) 3, 2. %`p ...........A No-39380' =-0 ; irD 10. NA Thomas A. Atli PE ND 39380 Milk USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 25,2019 ®WARMNa- party Mellon mandmaf. andREA0 MOM ON THIS AND INCLUDED N)TEN REFERENCE PAGE Aidirev. fa03G015BEFORE RISE Design valid for use any with MTek®com,Mars. This design is based only upon parameters shown, and Is for an Individual budNng component, am a Muse system. Before use, the bmlding designer most very the applicability of design parameters and propeM Indecodte this design Into me overall buildingdesgn. Bracing indicated is to prevent taii of milhidualtmss web anNm Nob members only. Adddionaltempomryandpeonanent Macing MiTek' is allays required for stabiliy and to prevem Collapse with possible personal injury and property damage. for general guidance regam,ng the fabdodon, stodge, delivery, erection and bracing of Wsses and truss tendered. see ArbMTPII Qualify onions. DSB49 and SCSI Building Compenenf 6904Parke East BIM. Saleylnformari malablehom Tmss Plate InstiWe, 218 N. Lee street. Side312,Pfemmar VA223W. Tampa, FL 36610 Job Truss Truss Type Oty Ply T17694128 2079244GR07A-VATES EJ3 Jack -Open 2 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566. 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 2510:04:062019 Pagel ' ID:qtAtFBeUEpwgykERXAMTylE4v-GbNINgG2ejwEVLmv—I Ya2ED4SaltBwVGNyuZ2N 0 2-98 r t-0-0 2.9-8 Scale=1:10.3 P10E Plate Offsets '(X Y)— j2:0-1-14 G O-101 LOADING (psri SPACING. 2-0-0 CS]. DEFL. in (too) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 2-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Ina YES WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 10 Is FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=58/Mechanica1,2=227/0-8-0,4=24/Mechanical Max Horz 2=82(LC 12) Max Uplift 3=-58(LC 12), 2=117(LC 8) Max Grov 3=58(LC 1). 2=227(LC 1), 4=48(LC 3) FORCES. (lb) -Max. CompJMax.Ten.-Allforces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0ac bracing. NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exledor(2) zone; cantilever left and right exposed ;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 for a 10.0 psf bottom chord live load ncnconcunenl with any other live loads. 3) • This truss has been designed for alive 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except (jt=lb) 2=117. `Z�� PG E A.... . 4!-#. No 39380 _4(� fill Thomas A. Albanl PE ND.39380 Mlrek IISA, Inc. FLCert 6634 69D4 Padre East9lvd.Tampa FL 33610 Date: July 25,2019 ®wARN1NG- iamyCVlgnperarnoters endlZaAONOM ON TIOSANDMMUDED40PEKREFERENCE PAGE WP7,173mv. 100911015BEFORE USE Deelgn valid for use onlywhh MRek®cannettars. This design Is based only upon parameters shown: and Is for an individual milding component, not �■� fj■� a truss system. Before use, the building designer must verify 0e applicability of design parameters and properly Incorporate this design into the overall bullEingdesgn. BmGrg lndirated is to prevent buckling Vindruidual Wss web andforcbord members only.Add'dionallemporzryaMpemlanentbracing ice. WOW is always required far stability endto prevent coHapse with Passible personal Injury and property damage. For general guidance regarding the fabdoston. storage, delivery, emotion and among albums and truss systems. see ANSUIPII Quality Whom., DSBA9 and SCSI Building Component 6904 Parke East Blvd. Saferylararmagon available Imm Truss Plate InslaNe.218 N. Lee BVeel, su0e 312. Nesantlru. VA 22314. Tampa, FL 361510 Job Truss Truss Type Qty Ply T17694129 2019244-GROZA-YATES EJ7 Jack -Open 36 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, I Us = ST1EX8STP = 8.240 s Jun 82019 MTek Industries. Inc. Thu Ju12510:04:062019 Scale =1:21.1 Plate Offsets (X Y)— 12:0-e-0 D-0-101 LOADING fast) SPACING. 2-0-0 CSI. DEFL, N (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Ven(LL) 0.15 2-0 >523 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Ven(C7) -0.21 2-4 >382 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 Na n1a BCDL 10.0 Code FSC2017/TP12014 Matra-SH Weight: 23 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=204/Mechanica1,2=400/041-0,4=83/Mechanical Max Ham 2=180(LC 12) Max Uplift 3=-161(LC 12), 2=140(LC 12) Max Grav 3=204(LC 1), 2=400(LC 1), 4=127(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Ei C; Encl., GCpI:di MWFRS (envelope) and C-C Extedor(2)-1-0.0 to 5-0-0, Interior(1) 5-0-0to 6-11-4 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 2) This truss has been designed for a 10.0 psf 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of w6hstandin9 100 Is uplift atjoint(s) except Ul=1b) 3=161,2=140. EN No 39380 Thomas A Alban) PE No.39380 MTek USA. Inc, FL Cart 6634 69134 Parke Fzst BNd. Tampa R.33610 Date: July 25,2019 ®WAFMNO-Vse RFADNOeE2 BEFGpP UBE PAGE4ividuM coding bass ANDINCUpEDriers onlywsn MiTeMaraaaa Design vatitl far usehewn, andis component. ot designyMs based only uponparametersphonspawn,antl Isfixed is hMTekingdeagner re use, one orporate this design Into ra a Miss system. eerare use, the must aM1e overall building tlevent thissry the applicabilitymosw ab design pemal `•���G -•��• bmust g or ed rn,. AdIli temporary eN Erazmg Individual members and Permanent alwaysrequir Bndngintllra is Covent Wss weEanWortlrpmemmage. .rgermiguimpo2ryanEing MiTek' Is and collapse with personalthe Isalways,storetl bdoliveliyantlroandbiding property damage. Foally Canada, tlelivery,emanT and oftmrpposusbadiriaterds.see ANSUrPll oualM Lriretlo, OSBF9 and SCSI Building Lomponont Nute.21 East Bivd. Stroetem;see Safelyfabricatioldho2ge, SareylnrormMian available man Truss Plate Institute. 219 N. Lee Street, auM1e J12. Nexantltla, VA 22316. Plate In N. Lee Tampa, FL. Tampa, FL 36610 Jab cuss Truss Type Cry Ply T77694130 2019244-GROZA-YATES EJ71 Jack -Open 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Jun 82019 MTek Industries. Inc. Thu Jul 25 10.04:07 2019 4x6 = STI.E,BSTP = wV " 5 3x8 = 34L22 2E43 6'I 3A-0943 Scale=1:20.9 Plate Offsets (X Y)— 12:0E-00-0-10j LOADING (psf) SPACING. 2-0.0 CSI. DEFL. in (roc) Mai Uri PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.75 Ven(LL) 0.20 2-6 >393 240 MT20 2441190 TCOL 15.0 Lumber DOL 1.25 BC 0.54 Ven(CT) -0.23 2-6 >350 180 BCLL 0.0 ' Rep Stress Ina YES WS 0.15 Harz(CT) 0.03 4 n/a Na - BCDL 10.0 Code FBC20177TP12014 Matrix-SH Weight 271to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=1/Mechanical, 2=400/0-8-0, 5=287/Mechanical Max Ho¢ 2=164(LC 12) Max Uplift 2=146(11UC 12). 5=188(LC 12) Max Grail 4=55(LC 12). 2=400(LC 1), 5=287(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. WEBS 3-6=271/493 BRACING - TOP CHORD Structural wood sheathing directly applied orb-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc trading. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=S.Opst, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-2-8, Exterior(2) 6-2-8 to 6-114 zone; cantilever left and right exposed ;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A --lb) 2=146,5=188. No 39380 t E?Ca,. Thomas A. Marl PE No.39380 MTek USA. Inc. ft Carl 6634 6904 Parke fast Blvd. Tampa R.33610 Date: July 25,2019 AwAswuva-VeNYclowrnParameters enit READ NOTES ONTHISAMINCLDDEDMfEt( F IZENCEPAGEA161?Jrev.lN10,2015BEFORE ME Design valid nor use only with MTekW connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a Wes system. Before use, the bupdlng designer must verily the applicability of design parameters and property incorporate Nis design into the overall building desgn. Bracing initiated is to prevent bucking of lndbidual buss web andlor Uiord members only. Awieonal temporary and gennanem bracing MiTek' is always wild realfdr stimldy and to prevent cogapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing ornewas am truss "cars. we ANSM11 Ouslay Crieds, DS249 and SCSI Building Component 6904 Parke East BIW. SarelyrnhrmeGon available from Tmss Plate Inetbute, 218 K Lee Street, Suw 312, A dwndna, VA 22314. Tampa, FL 36510 Job Truss Truss Type Cry Ply T17694131 2019244-GROZA-YATES G01 Monophrh 3 1 Job Referenm a tional Builders First Source, Plant City, FL-32566, 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 2510.04:082019 Page 1 ID:ajW;tFfleUEpwgykERXAM7ylE4vC_nFj3sWaFzeTpjgjG1 E3zfJdl d12xMUPUOgpNyuZ2L 00 410-0 1-0-0 F 4110-0 S1rl.5x85TP = 3x6 = Scale =1:145 LOADING (pi SPACING- 2-0.0 CS'. DEFL in (lac) bdeft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.52 Ven(LL) -0.02 2-4 o999 240 MT20 2441190 TCOL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0,04 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 19 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP ND.3 BOTCHORD REACTIONS. pblsae) 4-182/0-6-0, 2=304/0.8-0 Max Horz 2=128(LC 12) Max Uplift 4=-99(LC 12), 2=122(LC8) FORCES. fib) -Max. Comp.IMax. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 3.4=-181/276 Structural wood sheathing directly applied or4-10-0 oc purlins, except end venicals. Rigid ceiling directly applied or 1000 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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 8 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 nenconcument 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4 except Qt=lb) 2=122. %O�P$ A. j No-39380 'O N A, ANC?, Thomas A Albanl PE ND.39380 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 25,2019 ,®WABMNG-VaMYdaslgnpmamerva endREVIDNOM ON TMSANDW4 EDh KNEFENENCEPAGE.W-7lll .l0'O1Q01aBFFORE USE Design valid far use only with MReWcennedom. This design is based only upon parameters shown, and Is for an individual building component not a truss system. Before use, Ne building designer must verify Me appnabilay of design parameters and propedy incorporate this design Into 0e overall building design. Bracing Indicated is to prevent bucking of mdmduat truss web andlor Mom members only. Additional temporary and permanent bracing MiTek' is allays required (or stabild, and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage. dei erection and bracing of trusses and truss system, aee ANSUfPH Duality Cdteda,DSB-89 and BCSl Building Component 6904 Palle East&vd. Safmylnlorrnatlon available from Truss Plate InstRO..216 N. Lea Street, Suhe 312,Nexandda, VA 22a14. Tampa, FL 36610 Job Truss Truss Type Oty Ply T17694132 2019244-GROZA-YATES G02 Hall Hip Girder 1 1 Job Reference (optional) Builders First Source,. Plant City, FL-32566, 8.240 s Jun 82019 MTek Industries, Inc. Thu Jul 25 10:04:08 2019 Pagel ID:a WRFneU EpwgykERXAM7ylE4v-C_nFj3sWaFzeTpj9jG1 E3zfOH1 eH2xOUPU0gpNyuZ2L Special 4x8 = 2x4 I Soale=1:11.2 ST1.Sx3STP = 1,4 = 2-9-8 4-00-0 2x4 II 2-9-8 LOADING (psp SPACING- 2-0-0 CSI. DEFL in (loc) Vdeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 6 >999 240 MT20 2441190 TCOL 15.0 Lumber DOL 1.25 BC 0.17 Ven(CT) -0.02 2-6 >999 180 BCLL 0.0 Rep Stress Ina NO WE 0.02 Horz(CT) 0.00 5 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 19 lb FT-20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=188/0-6-0, 2=308/0-e-0 Max Horz 2=84(LC 8) Max Uplift 5=82(LC 5), 2=-146(LC 4) FORCES. (Ib)-Max. CompdMax.Ten.-All forces 250(lb) or less except when shown Structural wood sheathing directly applied or 4-10.0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; VuH=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100111 uplift at joint(s) 5 except of=1b) 2=146. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) Hanger(s) or other Connection device(s) shall be provided sufficient to support cencentmted load(s) 1501b down and 91 lb up at 2-9-8 an top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-4=70, 2-5=20 Concentrated Loads (Ib) Vert: 6=11(B) A. O 8 No 39380 Thomas A Albanl PE No.39380 MiTak USA Inc. R. Cart 6634 6904Parke East Blvd. Tampa R. 33610 Date: July 25,2019 ®wARMNO-VeMy04algnpatamotmaand REAONOMONMSANDINCLUDED6gTIXREFERENCEPADEA 7C3rev.ldp 015BEFORE03E Design valid for use om wab MiTeM connectors. mlis design is based any upon parameters shown, and Is foran ini iNdual cWding wmp mn%net e truss system. Before use, the building designer must very We appliwbify of design parameters and poorly inwmor4le Nis design into the overall buildingdesign. Bracing Indicated is to prevent buckling ofiMivldual truss web andlcr chord members only. Motionaltemporaryandpermanertlbraung MiTek- isalways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabriwtinn, storage. delivery, erection and boiling of trusses and Was systems. see AN51?PI1 Quality Cmeda, DSB-89 and SCSI Building Component 6904 Parke East Owl. Sa/eyledonnatiun availablefmm Truss PtateInstitute,21e N- Lee Street, Guile312Ple mdr[.VA22314. Tampa. FL 3eG10 Job Truss Truss Type Qty Ply T17694133 2019244-GROZA-YATES HJ2 Diagonal Hip Girder 4 1 Jab Reference (Optional) Builders First Source, Plant City, FL-32566, Em 8.240 s Jun 82019 MTek Industries, Inc. Thu Ju125100409 2019 Scale =1:8.5 d a 2.93 LOADING (psq SPACING. 2-0.0 CS1. DEFL in (loc) Vden ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Viii -0.00 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL Mo Code FBC2017rFP12014 Matrix-P Weight: 11 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-3/MechaniWl,2=225/0-10-15,4=24/Mechanical Max Hom 2=78(LC 4) Max. Uplift 3=.58(LC 19). 2=158(LC 4) Max Gray 3=81(LC 22), 2=225(LC 1), 4=47(LC 3) FORCES. (III) -Max. CompJMax.Ten. -All forces 250(11 or less except when shown. NOTES. 1) Wind[ ASCE 7-10; Vult=17Cmph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Ops/; h=15ft; Cat. II; Fxp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ;Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Pat bottom chard live load nonconcurrent whh 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 chard 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) 3 except Dt=lb) 2=158. 6) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.14K0.25") toe -nails per NOS guidiines. `,,PS I II ll 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �"- ^, 4 O , `` ` LOADCASE(S) Standard r���;�'Z`�•'�GENg'e'9iy�i� i) Dead + Roof Live (balanced): Lumberincrease=1.25, Plate Increase=1.25 V F•••, Uniform Loads(plf) NO 39380 Vert: 1-3=70, 2-4=20 Concentrated Loads (Ib) - Vert: 5=91(F=45,B=45) aw <s *,,% tj �\ ,SlONA� Thomas A. Milani PE No.39380 Mifek USA, Inc. FL Cart 6634 6904 Nike East Blvd. Tampa FL 33610 Date: July 25,2019 ®WAf1iaxks- eMytlaUgn paramofenentl READ NOTFS ON TIESANDINCLUDEDIrR£KR£F£RENCE PAGE6f0.7473m.sawaa ■� Design valid =ruse cali Mmeh®conneolors. This design Is based only upon parameters shown, and Is Stan Individual building mmponenL not a truss system. Before use, the building desgnermust veriry 0e applim iltty of design parameters and pMwAy inw,porxts this design his the overall buildogdesgo. among indicated is to prevent buckling oflndMdual Miss web andrordmid members only. Aviddionaltemporaryandparmadntbracre WOW 5 atways required for Mobility and to prevent collapse with possible personal Injury and pmpedy damage. Forgerwalguidameregardingthe fabrication, stadige,deliver, erection and bracing ofmosses and Mass Systems, we ANSVfPll owariry affeda,DSB-69 antl SCSI Building Component 6904 Peas East BIW. Salefylnformenion available fmm Tmss Plate InsOute, 218 M Lee street, Sure 312, Nexandda, VA22314. Tampa, R 36610 Job Truss Truss Type oty Ply T17694134 2019244-GROZA-YATES HJ3 Diagonal Hip Girder 1 1 Jab Reference (optional) guilders First Source, Plant City, FL-32566. >.'CIB 8.240 s Jun 82019 MTek Industries. Inc. Thu Jul 2510.04:112019 LOADING (psQ SPACING- 2-&0 CSI. DEFL. in (loc) gdeft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 VertI UL) -0.01 2-4 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 2-4 1999 180 BCLL OD ' Rep Stress Ina NO WB 0.00 HOrz(CT) -0.00 3 n1a Na BCDL 10.0 Code FBC20171TPI2014 Matrix-P LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ile/size) 3=62/Mechanica1, 2=245/0-10-15, 4=35/Mechanical Max Horz 2=96(LC 4) Max Uplift 3=47(LC 8), 2=-142(LC 4) Max Grav 3=71(LC 35), 2=245(LC 1). 4=70(LC 3) FORCES. file) - Me. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. Scale=1:102 PLATES GRIP MT20 244/190 Weight: 141to FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 3-10-10 oc puffins. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate time 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) • 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 to uplift at joint(s) 3 except at=lb) 2=142. 6) "NAILED" indicates 3-1 Off (0.148"x3") or 2-12d (0.148'k3.251 lee -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads PH) Vert: 1-3=70, 2-0=20 Concentrated Loads (lb) Vert: 5=94(F=47, B=47) . ``MPS, At���it .``��� �G'ENg'e,9iy�4. No 39880 L * RIM Thomas A Abaft PE No.39330. MiTak USA I= FL Cart 6634 6904 Parke East Blvd. Tamp FL 33610 Date: July 25,2019 ®kyARMND-Varify bsr9npamrmfma andItERDNOTES ON MSANDINCLUDED6OrEK�CEPAGEI 7C3 .1091101GBEFORE USE ��e® Design valid for use onywdh Mi ed,connectom. This design is based only upon parameters sboan, and Is for an Individual building component, not a truss system. Before useMe building designer must very the applicability of design parameters and property Incorporate this design Into Vie overall building design. Bracing mdvated is to prownt buckling of Individual Muss web proof chord members any. Addieonal temporary and permanent bracing MiTeW is always required for signify and to prevent collapse wita possible personal Injury and property damage. For general guidance regarding 0e fabdocon, storage, delivery, erection and bracing of Musses and truss systems,see ANSUTPN Quality Cared., DSB49 and SCSI building Component aged PaAe Eas15W. Safeylnformafion avaiUble from Tmss Plate Inffiu e, 218 N. Lee street, Sude 312, Nexandna, VA 2Y414. Tampa, FL 36810 Job Truss TrtisaType Dry Ply T17694135 2019244-GROZA-TATES HJ7 Diagonal Hip Girder 2 1 Job Reference (optimal) budderS Find source, Plant City, FL- 32566, 8.240 s Jul, 8 2019 MiTek Industries, Inc. Thu Jul 25 10:04:112019 Page 1 • ID:ajWjtFleUEpwgykERXAM?ylE4vcZSNM5uPtALCKGSkOOaxhcHr7EbSFC.SSFU0iyuZ21 -1-SO 5-2.9 9.10.1 14i-0 I 52-9 47-8 J6 es. II 5 3x4 — NAILED NAILED NAILED 3x8 — 52.9 LOADING (par) SPACING. 2-0-0 CSI. DEFL in (loc) I/de6 - Ud PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.50 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.41 H0a(CT) 0.01 6 1 n/a BCOL 10.0 Code FBC20177rP12014 Matra-SH Weight: 411b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.0.15 be bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=161/Mechanical, 2=511/0-10.15, 6=340/Mechanical Max Horz 2=194(LC 22) Max Uplift 4=137(LC 4), 2=228(LC 4), 6=126(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-878/330 BOTCHORD 2-7=415/814, 6-7=415/814 WEBS 3-7=0/260, 3.6=863/440 NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132ni TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconwnent 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 [all by 2-0-0 wide will Ol 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 miss to bearing plate capable of withstanding 100Ib uplift at joinl(s) except at=lb) 4=137,2=228,6=126. 6) "NAILED" indicates 3-1 Did (0.148"x3') or 2-12d IDA48'k3.25) toenails per NDS guild lines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=70, 2-5=20 Concentrated Loads (lb) Vert: 8=94(F=47, B=47) 10=97(F=-49, 8=49) 13=36(F=-18, B=-18) Zill �� PG NI N0 393B0 • �: i'��nCcS' . O R 1 O P. N_ Thomas A Nbml PE No.39380. MITek USA. Inc. R. Cart BEN 6904,Parke East Blvd. Tampa R. 33610 Date: July 25,2019 ®WARMNO- Vweirdasl9rlparamaters and READ NOTES ON TMSANDINCLDDEDIOrENRFFEPENCEPA0E11Q0.7n3r . f6'OL3015BEFORE USE aseses Design valid or use onlywith MiTed3 coarmtom. This design Is based only upon paameters shorn, and Is loran individual building component, not ��- a miss system. Before use, the building designer must very the applicability of design parameters and properly Incorporate this design Into the ..It building design. Bracing indicated is to prevent burning of Pdmdual truss web andlord0rd members only. Additional temporary end permanent bracing MiTek' B always required for stability and to prevent wllapse with possible personal Injury and property damage. Forgenemlguidamaregardingthe fatema6o. stamps. delivery. erection and baling ofbusses and truss systems. we ANS11ri Quality dreads, DSEd9 and SCSI Building Component 6904 Parka East Blvd. Saretylnrormation available(rom Tass plate lnstAuta. 2la N.Lee Slreet,9ukea12, Nexandda, VA 22a14. Tampa, FL 36610 Job Truss Truss Type Oly Ply T17694136 2019244-GROZA-YATES HJ21 Diagonal Hip Girder 2 1 Job Reference fordia.ft guilders First Source, Plant City, FL-32666, 8.240 s Jun 82019 MiTek Industries. Inc. Thu Ju12510:04:102019 Scale -1:8.4 2x4 = Si STP = 2-8-7 2&7 Plate Offsets (X Y)- 12:0-3-40-0-9) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(L-) -0.00 2-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Ved(CT) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Ha z(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 11 Its FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 o: bracing. REACTIONS. (lb/size) 3=3/Mechanical, 2=226/0-7-8, 4=23/Mechanical Max Harz 2=77(LC 22) Max Uplift 3=56(LC 19), 2=158(LC 4) Max Grav 3=80(LC 22), 2=226(LC 1), 4=47(LC 3) FORCES. (Ib)-Max. CompJMaz.Ten. -All forces 250(I1b) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vu11=170mph (3-secand gust) Vasd=132mph; TCDL=4.2pst,, BCDL=5Dpsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcuienl with any other live loads. 3) • This truss has been designed for alive 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 except (jt=lb) 111 indicates 10ecfod B.q oatl ,applied to the face thetcae�nails per NOS truss back 7) In _n A ,; q4, -*.,, the LOAD CASE(S)ED" of are noted asf root (F) or (B). `O%0,\V`P;S' LOAD CASE(S) Standard : •� VV SF ••. L� 1) Dead ♦ Roof Live (balanced): Lumber Inaease=1.25, Plate Increase=1.25 No 39380 Uniform Loads (plf) Vert: 1-3-70, 24=20 Concentrated Loads (Ib) Vert: 5=84(F=42,8=42) -O T Thomas A Alban] PE No.3938U MTek USA Inc. FL Cert BEN 6904 Parke East Blvd. Ttimpz FL 33610 Dater July 25,2019 ®wARNINa- Van, deal,; pnmarss and READ NOTES ON ifOa Md, fisaUOE0 A9rEK REFERENCE PACE W 71irl rw. 10TKY2015 BEFORE USE ■� Design valid for use only with Miele® connectors. This design Is based on upon pam meters shown, and is for an Individual building component not a Wss system_ Before use. Me building designer mustwrify the mplicabilRy of design parameters and properly InmPorate this design Into Pe overall buildingdesign. Bracingindiadedistopmventbudding ofindiNdualtrusswebandlschoadmembssonly, Motional temporaryand permanentbracing MiTek' is always required for stability and to prevent cotapse with possible personal Injury and property damage. For general guidance regarding Pe fabricator. storage. delivery, erection and bmang oftrusam and truss systems, see ANSI/fPll Quoddy Cruo ie, 05B89 antl SCSI Building component 6904 Parka East Blvd. Safeylnformabaa available from Truss Rate Institute. 218 N. Lee street. Sul. 31ZAle mMa,VA22314. Tampa, FL 36810 Job buss Truss Type Oty Ply T17694137 2019244-GROZA-YATES K Roof Bpecial Girder 1 1 Job Reference o tional Builders First Source, Plant City, FL-32E66, B.24U a Jim 52019 MITak Industries, Ind. Thu Jul 2510:04:132019 1-5-0 2-93 12-9-3 1-S0 Scale=1:15.7 NAILED 4x6 NAILED 3.ss 12 NAILED 3 NAILED NAILED NAILED 9 7 4 2 A d. 9 62x4 II 10NAILED A Q NAILED NAILED A• �- NAILED NAILED ST1.54 UP = NAILED STI SxB STP = 2x4 = 2c4 = 2-a-3 SdA 2-9-3 2-9-3 LOADING (pat) SPACING- 2-0.0 CSI. DEFL. in (too) Ildeft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.02 6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.01 Hoa(CT) 0.01 4 nla n/a SCDL 10.0 Code FBC2017rTP12014 Matrix-P Weight: 231b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x8 SP 240OF 2.0E REACTIONS. (Ib/size) 2=20110-7-8, 4=20110-7-8 Max Horz 2=33(LC 31) Max Uplift 2=-110(LC 4), 4=110(1_C 5) Max Grav 2=229(LC 39), 4=229(LC 38) FORCES. (Ib) - Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-660/431, 3-4=660/431 BOTCHORD 2-6=3871655, 4-6=387/655 BRACING- TOPCHORD Structural wood sheathing directly applied or 5-6-6 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15R; Cat. II; Exp C; Encl.. GCpl=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 pet bottom chord live load nonconcument with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6t between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift aljoint(s) except (jt=1b) 2=110, 4=110. 6) "NAILED" indicates 3-10d (0.148"x3') or2-12d (0.148"x3.25' toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-5=70, 2-4=20 Concentrated Loads (III) Vert: 3=108(F=54, 8=54) 6=7(F=3, B=3) 7=90(F=45, B=45) 8=90(F=45, B=45) A. i No 39380 ' xx R Thomas P. Alban) PE N6.39380 MTek USA, Inc. FIL Cert 6634 6904 Parke Eas? Blvd. Tampa R.33610 Dale: July 25,2019 ®wARySNO-VenlydeLpnparamatanandi EAD NOTES ON IMISANDWr%11DED64TEKREFERENCE PAGE M11,7M.. VWXYM1SBEFORE ME Design valid for use only with MTeMconnecom. This design Is based only upon parameters shown, and is for an individual Wilting component, not a truss system. Before use, the building designer must vent' the applicablldy of design parameters and property rionporate this design Into the overall Wilding design. areas, mutated is to prevent Wctur, of mdMdual muss web andlorshard members call. Motional temporary and permanent bracing WeW is always required for stability and to prevent compse wtth possible personal Injury and property damage. For general guidance regarding the febdcmion, storage, delivery, erection and trading of trusses and truss systems, see ANSIMIRI Qualify Criteda, DS849 and SCSI Standing Component sect Parke East BIM. Saferylnformation available tram Truss Plate Insulate, 218 N. Lee Street, Suite 312. Nemeses, VA22314. Tampa. FL 36610 Job Truss Truss Type 0ty Ply T17694138 019244-GROZA-YATES KO1 MONOPITCH GIRDER 1 Job Reference (optional) Builders First Source, 'Plant City, FL-32566, 8,240 s Jun 82019 MDek Industries, Inc. Thu Jul 2510:04: 132019 5.00 12 Scale =1:40.2 214 II 4x6 = HTU26 HTU28 LOADING (fast) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 TCDL 15.0 Lumber DOL 1.25 BC 0,64 BCLL 0.0 Rep Stress Ina NO WE OG2 BCDL 10.0 Code FBC2017/TPI2014 Matra-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 'Except* 1-3: 2x4 SP No.3 REACTIONS. (lb/size) 3=1157/0-3A, 4=1499/0-3.8 Max Horz 4=75(LC 8) Max Uplift 3=-244(LC 8) Mail 3=1316(LC 2), 4=1716(LC 2) FORCES. (lb) -Max. CompJMax.Ten.-Allforms 250(lb) or less except when shown. DEFL. in (loc) Odell L/d PLATES GRIP Vert(L-) -0.01 3-4 >999 240 MT20 2441190 Vert(CT) -0.03 3-4 >999 180 Hom(CT) -0.00 3 Na n/a Weight: 1021b FT=20% BRACING• TOP CHORD Structural wood sheathing directly applied or 3-8-0 cc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or ID-0-0 cc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0.9-0 cc. Bottom chords connected as follows: 2x6-2 rows staggered at 0-5-0 cc. Webs connected as follows: 2x4 -1 now 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) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TC131-=4.2pst, BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (1=11a) 3=244. 7) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-1001 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 cc max. starting at G-7-4 from the left end to 2-7-4 to connect trusses) to front face of bottom chord. 8) Fill all nail holes where hapger is in contact with lumber. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-2=70, 3-4=20 Concentrated Loads (lb) Vert 5=-1186(F)6=1181(F) No 39380 i •�O�F :<1)R�OPC?�c��, NA� Thomas A Albanl PE 1,1139380. M1ek USA, Inc. FL Cart SIN 6904 Parke East Blvd. Tampa FL 33610 Date: July 25,2019 DeWARN/NO• Vsfyd parameM anCRE.nisd 5 ANpW USE FERENCEPA6a,ffi14albuting with Mmek®g component. Is base onpara parametersanditative this desgcomp designe omp uponparametersters ��- anandlefor then4nm atonsvalitlfarcodes. use, t designer must appIpgny propertyonomer a Imsssystem. Beforeuse,irebuilding designermuotvdenry InaappGwsswof deeignchord mand bran buillreigd.d IntllLa memberstemporary and permanent olowto edCOITa building truss weeanNm Gwrtlmemamage.y.MCNral MonomereregaE permanent bracing MiTek' ndted ossibluai forMrai Mobility cmlapsewiss possible personal ip.see and property damage. the isalrestirage. Qualityor motiopnvem dermir 01tefii. DS"gardin9 (aletylogeropetwe tlelivery,eftsmTuss Eatlngofwues and yatems,sea ANSI?Plf Quality Maria, DS&ae and Besl Building Componerrt 6904 Parke East Ned. !s Sarerylnlarmson avalaElefmm Tmss Mate lasNNe.218 N. Lee SUeel, 5utle3RNexandna,VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17694139 2019244-GROZA-YATES Vol Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Jun 82019 MITek Industries, Inc Thu Jul 25 10:04:14 2019 Page 1 x ID:ajWjiFfIeUEPwgykEP.XAM?ylE4v.188W 6xH95knBkAJ4XBeJEvQFSiaSfrNnOT81I yuZ2F -1-1-0 2.7-0 -0 2-7-0 3.8 1[ 2x4 11 Scal, MZ8 Plate Offsets (X Y)— 12:0.6-4.0-0-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 1 nir 120 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 n1a n/a BCDL 10.0 Code FBC20171TF12014 Matrix-P Weight: 16 Is FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD SUPER Left 2x6 SP No.21-8-1 REACTIONS. (Ib/slze) 5=93/2-7-0, 2=202J2-7-0 Max Horz 2=83(LC 12) Max Uplift 5=66(1.10 12), 2=84(LC 8) FORCES. (lb) -Max. CompJMax.Ten.-Allforces 250(Ib) or less except when shown Structural wood sheathing directly applied or 2-7-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Ops1; 1=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C E tenor(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 2) Gable requires continuous bottom chard bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 5, 2. `,`PMPSt A.,A� % N0 39$BO Z4( F .-F O R li o . Thomas A. Alban] PE No.39380. Milk USA, Inc. R. Dart 6634 6904 Parke East Blvd. Tampa R.33610 Date: July 25,2019 Job Truss Truss Type pty Ply T17694140 2019244-GROZA-YATES V02 Valley 7 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 2x4 8.240 s Jun 82019 MTek Industries, Inc. Thu Jul 25 10:04:14 2019 Page 1 r ID:ajAiFfleUEpwgykERXAM7ylE4v-188W_6xH95knBkAJ4X8eJEvRpSjNSfrNnQT811yu22F 2x4 It LOADING (psQ SPACING- 2-0-0' CSI. DEFL in (too) Udell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - Na 999 TCDL 15.0 Lumber DOL 1.25 BC 0.06 VerUCT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WS 0.00 Hoa(CT) 0.00 Na Na BCDL 10.0 Code FBC2017/TPI2014 Mat LUMBER- BRACING - TOP CHORD 2x4 SP No.2 \ TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=832-8-5, 3=83/2-8.5 Max Hoe 1=43(LC 12) Max Uplift 1=25(LC 12), 3=44(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Style = 1:&S PLATES GRIP MT20 244/190 Weight:8 to FT=20% Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenar(2) zone; cantilever leB and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonwricurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 240.0 wide will fit between the bottom chard and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 3. ,`J'I t111111 II1llI, %.% NS A, I q��.-e�i No 39380 ro 0 ��- pR(OP���p` Thomas A Milani FIR No.39380 MTek USA, Ina FL Urt 6634 6904 Nike East Blvd. Tampa R 33610 Oah: July 25,2019 Job TrussW Truss Type Oty Ply T17694141 2019244GROZA-VATES V VALLEY 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 25 10:04:15 2019 Pagel 6 ID:EiWjtFOeUEpwgykERXAM?ylE4v-VIGuBSx PsepUVdEftrSSaxrlbB4yV404D'ZTyu22E -i-1-0 5.11-0 6541 1-1-0 &11.0 �0-10A I 3x6 = 2x4 II .. _.. r_ 4 5 B2x4 II 2x4 II 3x4 = 6-s41 &98 Scale=1:34.2 Plate Offsets (X Y)- [4:a-3-0Edgel LOADING (psi SPACING- 2-0.0 CSI. DEFL. in (too) UdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 1 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Veh(CT) -0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.14 Horz(CT) -0.00 6 me Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 44 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=227/6-9-8, 6=125/6-9-8, 7=31916-9-8 Max Horz 8=189(LC 9) Max Uplift 8=29(1_C 8), 6=44(1_C 12), 7=-256(LC 12) Max Grant 8=227(LC 1). 6=156(LC 2). 7=340(LC 2) FORCES. (Ib)-May. Comp./Max. Ten. -All forces 250(lb) or less except when shown. BOTCHORD 7-8=377/198 WEBS 3-7=297/445, 2-7=239/462 Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. Rigid ceiling directly applied or 9-2-9 oc bracing. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ABC 7-10; Vii70mph (3-secand gust) Vascl32mph; TCDL=4.2psf; BCDL=S.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-1-0to 4-11-0, Intenor(l) 4-11-0to 5-11-0, Exterior(2) 5.11-0to 6-7-12 zone; cantilever left and right exposed ; end vertical left exposed;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 nonconwment with any other live loads. 5) • This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0tall 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) 8, 6 except (jt=1b) 7=256. Cate: S• No 398 0 R w,.• \ �� NAB-E��``• II PE N0.39380 FL Cent 6634 61vd. Tarnpa R.33610 July 25,2019 ®WARN/NG-VadlydealuipanmsfensandNEADNOTES CHMSANDINCLUDEDMTEKNEFERENCEPAGEMU-7M..id03/S016 BEFORE USE �■R Deslgnvalid for use onywM MITeMdcormecto s. This design is based ony upon parameters shown, and is for an individual bidding wmponenl, net a miss system. Before use, the building designer muovedy the appliwbiliy of design parameters and property Inca pscres this design into the overall bulldingdesign. Brecblglndimtedistopreventbuck gef NdMdual WwwebwWor0oc membeMonty. AddNonat temporary and pemianentbracing M!Tek• is always required for stability and to prevent collapse with passible personal Injury, andpmpeMdanage. For general guidance re'uma ng the fabdcation, ate2ge,delivery,eai and bradngoflmsses and Wsssystems, see ANSVTPIt Ovality Cdteda,D5Bd9and BCSIBuilding ComponoM 6904 Parke East Stint. Saferylnformatlan available from Tmzs Plate lnstema, 218 N. Lee street, Suite 312, Nexandri , VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T17694142 019244-GROZA-YATES VO4 VALLEY 1 1 Job Reference (optioned) Builders First Sourca, Plant City, FL-32566, 6.240 s Jun 82019 MTek Industries, Inc. Thu Jul 25 10:04:16 2019 Pagel s ID:ajWjtFeeUEpwgykERXAM?ylE4v-zXGGPoyYhLVR1 IOIBxA60f?dRFF7wXofEkyF6wyuZ2D -1-1-0 5.11.0 6-941 L1-0 ! 5-11-0 — 4168 K9niH 6 7 6 4x8 = 2x4 II 2x4 11 Scale =1:28.8 Plate Offsets (X Y)— 12:0.3-0 0-1-121 t4:030 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.00 1 rdr 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.00 1 ndr 120 BCLL 0.0 Rep Stress lncr YES WB 0.16 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 3416 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP Na.3 REACTIONS. (lb/size) 8=228/6-9-8, 6=126/6-9-8, 7=317/6.9-e Max Hom 8=160(LC 9) Max Uplift 8=-46(LC 8), 6=43(LC 12), 7=228(LC 12) FORCES. (lb)- Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-7=320/548 Structural wood sheathing directly applied or ii cc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Ops/; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) -1-1-0 to 4-11-0, Intedor(1) 4-11-0 to 5-11-0, Exterior(2) 5-11-0 to 6-7-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRB 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 nonconcurrentwith any other live loads. 5) • This truss has been designed for a live load of 20.0ps1 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 Ib uplift atjoint(s) 8, 6 except Qt=lb) 7=228. J%�p \CENS�Ps'A �q<e���� �F. i No'39380 =-O* O:• F i�i;�s • O R it Thomas A AlbaN PE N0.39380 MTek USA Inc. FL Cart 6639 6904 Parke East,Blvd. Tampa R.33610 Date: July 25,2019 ®WANEONO- Vafryda4lgspammahraenURE40 NOTE ON THISANDDICWDEDIDIEKNEFEPENCE PAGE N 74FJrw, 16T]130f68EFORE USE Design valid for use only well MTek® connectors. This design is based only upon parameters shown; and is for an Individual bulling component, not ��• a Wss system Below use, the building designer must verily the applicability of design parameters and property IOcoryomte this design into the overall buildmgdes'gn. Bracing mocated is to prevent buUNng of individual Wss web anchor chord members only. Addaionaltampa2ryandpemunmtdbracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and popedy, damage. For general guidance regarding the fabrication, storage, deWery,erection and trading of trusses and truss systems, see ANSOTM Quality Criteda, DSBF9 and SCSI Subding Component 6904 Parka East Blvd. Sarerylnfishom ion mosdaNe from Truss Plata Ideffi e,218 N. Lee Street, Suite 312. Aexamma, VA 22314. Tampa,R 36610 Job Truss Type Oty Ply T17694143 2019244-GRG2A-VATES ro5s" Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, B.240sJun 82019MlIrek Industries, Inc. Thu Ju12510:04:172019 Pagel see = 21 II 6 8 7 3x12 MT20HS as 11 2x4 11 Scale: 14! =I' Plate Offsets (X Y).. 12:0-8-11 Edge] 15:0.3-0 Edge] LOADING Bell) SPACING- 2-0-0 CSI. DEFL in (lot) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) 0.00 1 n/r 120 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina YES WB 0.16 HOR(CT) 0.00 7 n/a rVa BCDL 10.0 Code FBC2017yrPI2014 Matrix-SH Weight: 361b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP 240OF 2.0E 1-11-2 REACTIONS. (Ib/size) 7=126/6-9-8, 2=221/6.9.8, 8=327/6-9-8 Max Hoa 2=155(LC 12) Max Uplift 7=-40(LC 12), 2=59(LC 8), 8=205(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4.8=327/548 Structural wood sheathing directly applied or 6-0-0 or, purling, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cal. II; Exp C; Encl.. GCpi=0.1$ MWFRS (envelope) and C-C Exterior(2) -1-1-0 to 4.11-0, Intedor(1) 4.11-0 to 5-11-0, Exteriof(2) 5-11-0 to 6.7-12 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) All plates are MT20 plates unless otherwise indicated. 4) Gable requires Continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 201 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 other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at Joints) 7, 2 except (t=1b) 8=205. 1111111111118111 I ` .. No 39380 9 . : Q. z FL 33610 July 25,2019 ®w4RfdNG• raidingcmpone paramipconnetREAD NOTES ON lMSANDIMon useonlWgn Design saute for useMRek®g parametersandCEor an Individualnot design 1a bases only uponparametersters dp urporaual Wgtingcomponent,not re use, t designer must andproperly in a truss system. aefamuse,theedIsto tlevent mustvery Insapp�wbnayb tleslgnparametersantl properly Incarpvmm Nisyand permanent bran buildings portlmedamse.Frgener Ilempvmrygad pemlaneNEradng aetlicand is Covent MiTek' reign.Bfor stabilitywith possible pereswabanNnd la always tl Car elieiry. and prevent a possible personnel Injury and properly Far general to regarding Me collapse Criteria, D 9 ANSVAfr2Oualiry DRteda, DSaBa endacSl Building Component . storage,Orating ofW SM11. tlavelab.e o ding of Ness Ae Ent BIM. Monanantl 218Ntlee Smeetema.sea SefefylnbrmWvn available lmm TNaa Plate ln51i1Ne, 21a N. Lee Elrcel, suite 312, Nexantlaa, VA Y2114. Seletylabrustieformation T6904 ampa, Tampa, F13fifi10 Job Truss TrussType City Ply T17694144 019244-GROZA-YATES VO6 GABLE 1 1 �Jol,Refererhoe(cPtional) Builders First Source, Plant City, FL-32666, 8.290 s Jun 8 2019 Wish sh InausVles, Inc. I nil Jlrl ZS lu:Wa / zuiu rage I lNaWjtFleUEpwgykERXAMVE4v-Rjpfc8z SO6M2Bv VhLwt%xVhFf bpTOipeMyUZ2C 6 5 2x4 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CS'_ DEFL In (too) Vdeg L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - me 999 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Verl(CT) n/e - Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.13 Horz(CT) -0.00 5 n/a Na BCDL 10.0 Code FBC2017/rP12014 - Ili LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/si 1=121/7-3-7, 5=116F/-3-7, 6=338f7-3-7 Max Harz 1=121(LC 12) Max Uplift 1=-14(LC 12), 5=39(1_C 12), 6=-171(LC 12) FORCES. (to) -Max. Comp./Max. Ten. -All forces 250(Is) or less except when shown. WEBS 2-6=-277/433 Style=1:18.9 PLATES GRIP MT20 244/190 Weight: 26 lb FT=20% Structural wood sheathing directly applied or 641-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat. II: Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces S, 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 chard live load nonconculrent 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 wMstandIng 100 lb uplift atjoint(s) 1, 5 except (jt=lb) 6=171. A. i No 39380 -� In 13. Q� WR% Thomas A. Mail PE ND.39380 MITek USA, Ins FL Cart 6634 6904 Parke East BNd.TamDa FL 33610 Bate: July 25,2019 ®wARMNO- Vedlydeel0npaznatandand READ NOTES ON7105AN0pf1B0E0 beiFl(REFERENCE PAW 4 7470rw. f"31201SBEFORE WE valid for use only wM Miele® connectors. This design is based only upon parameters shown, and is for an individual building component, not [`� Lai' a truss system. Before use, the building designer involvedly the applicabilityof design parameters and propeomorete this design into the overall Bracing indicated is to bvei ing individual ony. Adddionallempo2ryandpemlanehibeaoing MiTek' bulldingdesign. prevent of mass web anNafrAord members is always required for stability and to prevent collapse edh possible personal injury and propmly damage. For general guidance regarding the fabdwbon, stcrege,defivery. emotion and boodg oftmsees and truss systems, we ANSMIf Duality Criteria, DS"9 and east Building Component 6904 Parke East Blvd. SafetytnfonnoEan avalabie lmm Truss Plata lnstiluts,218 N.Lee Street. SUile312.Ne%andda, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T17694145 2019244-GROZA-YATES V07 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 8,240 s Jun 82019 MTek Industries, Inc. Thu Jul 25 10:04:18 2019 Page ' ID:ajWtF6eUEpwgykERXAM?ylE4v-wN1gL oOKEDgLU4JMCaT44lx3?aOTryi2RMAoyu22B 4-241 587 4-2-8 14 14 34 = 3x4 i 17M k3ilE Scale =1:14.1 Plate Offsets KY— 12:0-3-0 0-231 f3:Edge 0-1-81 LOADING fast) SPACING- 2-0-0 CSI. DEFL. In ([cc) I/de0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES Wit 0.00 Hoa(CT) -0.00 4 his n/a BCDL 10.0 Code FBC20177TP12014 Matrix-R Weight: 17 to FT=20-A LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=197/52-13, 4=197/5-2-13 Max Hors 1=82(LC 12) Max Uplift 1=66(LC 12), 4=78(LC 12) FORCES. (lb) - Max. Comp.fMax. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 6-3-7 cc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and G-C Extenor(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 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf,bottom chord live load nonconwrrent 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) 1, 4. Opop S' A'q4 S 9 Ii. `�,L�•.��CrEN F ••4i �, No 39380 :13' '<vQj 0 , P%,o N: ONP -S�``p Thomas A Alban! PE No.39380 M7ak USA. Inc. R. Cart B633 6904 Parke East9Nd. Tampa R.33610 Data: July 25,2019 ®wARmw.- fy�9nperamefereaOCREAONOTESOMMSANDMCLUWDg REFEREBCEPAGEAID-7a3..1623/JOt5BEFOREUSE Design valid for use only with MiTeMoomnectors. This design is based only upon paraincere shown, and is bran individual building wmponent, not am a Was system. Before use, the building designer muMveay the appN,abiliy of dw9n parameters and mdpeM Invigorate his design brio the overall buildingdesgn. BmcinglndiwtedistoprnntbuWingofindiddualbuuwebanNerdoMmembemony. Additional temporary and permanent bmcmg pl1 Welk' is always required roar stability and to prevent wllapee win possible personal injury and properly damage. FOrgenemlguidameregauingthe fabrication, storage, delivery, erection and bracing oftmsses and buss systems, see ANSI/TPH Owfify Caked, OSS49 and SCSI BuIINng Componerd fears Parke East BIW. Saretylnrprmawn available Gam Truss Plate Inshute, 218 N. Lea Sireel, soils 312 Nexandria, VA 22314. Tampa, FL 36610 Job Truss Tmss Type Oty Ply T17694146 2019244-GROZA-YATES V08 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 2ll i 8,240 s Jun 8 2019 MTek Industries, Inc. Thu Jul 2510:04:19 2019 Page 1 r ID:aIjAi1FFlaUEpwgykERXAM?ylE4v-N5xPiq?O_eM4N3Gs4jpOldHVrQg7w56wiBviEquZ2A 2x4 II Stale =19.6 LOADING (pso SPACING- 2-0'0 CS'. DEFL in (loc) Ildeg Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.16 Ve1t(LL) nla - Na 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999' BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 rda n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 101b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=10713-2-13, 3=107CS2-13 Max Hors 1=56(LC 12) Max Uplift 1=33(LC 12), 3=56(LC 12) FORCES. (to) - Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown Structural wood sheathing directly applied or 337 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wnd: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; 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 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 1, 3. 11111111111111, 1po'OPS A No39380 0Y :i.' O: ` �5 --pR ,2�� Thomas A AIbanl PE No.39380 Melt USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: July 25,2019 READ NOr£SOs ENCEPAGEr�lQi otpeEFORE USE ®Wgn wrad use onlywith MileM cnras based any upon parameters shown, entl far anorparuat vast for use This tlesgn based anyupnVUEDA9TEshown, g h MTeding de�si component.onot �� a train system. Before use, the builtllto tle a is a truss re use. designer must parameters entl propetly Incorporate thisdesignand into the onxrall p Im11waysrquired 2CagbIndicatednd is war t NdMtluallmssweGuryand poNmedamage.Forgebers orti. renignal emporaryaM peimaneMEracinp g of b anion MiTek' Is re4uvetl forstabilityand to Prevent scrape with l ce regamdB the cpnapsa with possible personal lNuryantl propertyANS07 Polity rwatio and bracing 11 rfer, D Bsynems,see Aa.VA lOvalily Crffetla, OSBd9 and Be51 Building Componerrt fafetylegstatilon a Cr, o1 Wa28N. 69MTam Parka East BM, Salefylnlormailan availaEle(rom Tmss Plate Institute, 218 N. Lee Street, Suae 312, Nexantlna, VA 2231d. dory,¢ fmmTan PlIn Lee Tampa, FL 36610 Job Truss Truss Type Oty PIy ' T17694147 2019244-GROZA-YATES V09 Valley t 1 Job Reference (optional) Builders First Bounce, Plant City, FL-32565, 2x4 i O.z9USJun ozule MlleKlnauslnes,und I nuju,zb,OLWLla,ule Y3ge, ID:ajYVjjtFdeUEpwgykERXAM?yIE4v-NSxP1q?O eM41V3Gs4jp0ldJNTR47w56wiSviEquZ2A Fl Scale= lea LOADING (pso SPACING- 2-0-0 CSL DEFL. In (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Ved(LL) file - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) its - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(CT) -0.00 2 n/a Na - BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purims. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 104M oc bracing. REACTIONS. (lb/size) 1=56/1-11-6.2=4411-11-6, 3=1211-11-6 Max Horz 1=30(LC 12) Max Uplift 1=-17(LC 12), 2=36(LC.12) Max Gmv 1=56(LC 1).2=44(LC 1), 3=25(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst,, BCOL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonamcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members. 5) Bearing at jolnt(s) 2 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 6) Provide others) of truss to bearing capable of withstanding 1001b uplift at joint(s) 1, 2. %%-%�ffss,PS, A mechanical Connection (by plate �,Z•���CEIVS�.;9.1,4�. No-39380 ' . '�O•,•• .�4( FORX If O`• CE Thomas A'N_ banl PE No.39380 Mifek US& Inc. FL Ceff 6634 6904 Parke East Blvd. Tampa R.33610_ Date: July 25,2019 lgn pemmarenenCRFADNOeEe eN wB USEaaaaaa rnding DeWARIardfo *! upon pa means shE ,anNCEPA0E5OJ4r] design is taperonwuponparametersterwn,andisIn individual compared,net usearty based Design vastmr neeruse, h MTex®g [+.+�.Y��■j designer at this degcampone onot a nt ba a Wes system. Before use, the ed is to designer Welding temporary and permanent tracing ers ohpopery.Miomryome Nraresign permhe anent incca is g Offir llmdualtruss y of resign parameters members enewilape rmghpossible webayand MiTek' aendl sbangreeign.Bracing personal prNmamhmse.For general Ne and to prvent property balwaye,storagknliveryred*n ' SM11. Quality Choviguidance,DSB 9andBrding ofthulhpossdtrss Wsalinjuryenr fabrication, storage, reMery, erection antl taueg afWssesanr Wsasyztemz,see ANSV7PIf quality CMeAa, BSBd9 and BLaf Bullring Component and East6IW. SMetylnfofmarion avadatle(mm Truss Rate lnstaNe, 218NLee SWel, Soda 312, wexanr4a, VA 22314. Tampa. R Tampa,R 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION —lit 13/ " Center plate on joint unless x, y offsets are indicated. j� 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in III4 I I hit-in-sixteenths.ideofruns Apply plates to both sides Of truss 1 2 3 1.. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. 0-11fi r c1-2 c2-s 2. Truss bracing must be designed by an engineer. For truss Individual lateral braces themselves 4 wide spa I _ WEBS Czq w p K O O may require bracing, or alternative Tor bracing should be considered. 3. Never exceed the design loading shown and never 3 U stack materials on madequalely braced trusses. a a OF 4. Provide copies of this truss design to the building a'e cs2 cse I- For 4 x 2 orientation, locate designer, erection supervisor, property owner and BOTTOM CHORDS plates 0- y+d' from outside all other interested parties. edge of truss. 8 7 6 5 S. Cut members to bear lightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIrrPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIrrPI 1. Plate location details available in MiTek 20120 NUMBERS/LETTERS. 8. Unless otherwise noted, moisture cof ontent syftware or upon request shall not exceed 19% at time of fabrication. PRODUCT CODE APPROVALS 9 Unless noted,his design is not applicablefor PLATE SIZE use cash fire retardant treated, green lumber. ICC-ES Reports: 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 truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel t0 slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and N in all respects, equal to or better than at 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. apedeed, 13. Top chords must be sheathed or pudins provided at Output. Use T or I bracing spacing Indicated on design. Y if indicated. Lumber design values are in accordance with ANSI/TPI 1 14 Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no telling Is Installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 16. Connections not shown are the responsibility of others. 16. Do not cut or alter buss member or plate without prior approval of an engineer. reaction section indicates joint number Where bearings occur. 17. Instal and load vertically unless indicated otherwise. Min size shown is for crushing only. ® 18. Use of green treated lumber may pose unacceptable environmental,1, health or performance risks. Consult with _ protect engineer beforea use. Industry Standards: ANSIITPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Place Connected Wood Truss Construction.and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. ® SCSI: Building Component Safety Information, 20. Design assumes manufacture In accordance with Guide to Good Practice for Handling, I e. ANSIrrPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015