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HomeMy WebLinkAboutTrussLumber design,values are in•a-ccordance with ANSI/TR1 1 aection 6.3 These truss designs rely on lumber values established by:others. ■ ® r k' r .... .. ... a ..... .. ..... 1. :1:.L u RE:. ' 2866194 - 1820. D 3CA:R BLK NO HS -.MiTek USA, Inc. Site Information:: 6904P�aFrkLe East Blvd. Customer Info: Adams Homes Port.St: Lucie ProjectName: 1820 D 3CAR:Mode p' Lot/Block: 2/1 :Subdivision: WATERSTONE- 5452 Lugo St Address:. 5452 Lugo:St, City: Fort Pierce State: FL Name Address and License-# of Structural Engineer of Record, .If there -is one,. for the building. Name: License #: Address' City: State: General: Truss Engineering Criteria & Design: Loads (Individual Truss Design: Drawings Show Special: oa , ln.g;. on itlons ::Design Code: FBC202b/TP12014..:: Design:Program: MiTek 20/20 8.4 .Wind Code::ASCE:7-16 Wind :Speed: 160 mph' :. Roof Load: 37.0 psf .: Floor Load:. N/A P sf This package .includes 34 individual, Truss Design Drawings and 0 Additional Drawings. With my seal :affixed to this sheet, I hereby certify.that 1 am: the Truss .Design Engineer and this index. sheet . . conformsto 61G15-31.003, section 5 of the Florida Board of.P.:rofessional Engineers Rules. Truss Name Date Trussame Date. ::No. Seal# : � . . ::No. Seal# : _ ...... 1 T24980463 . Am8110/21 23 T24980496 -:001 S 8/10/21 - 2 T24980464 A02- 8/10/21 24.. 8/10/21 3. ...T24980465 A03.. ...:::. 8/10/21 25. T24980486 D03S ...T24980487 E1 .. ..::::: 8/10/21 4 ... T24980466 A04 :.. .. 8/10/21 26.-.. T24980488 E7 8/10/21 :.:5 T24980467 . A05 8/10/21..:27 T24980489 . E7V 8/10/21..: : 6 T24980468 A06 .8/10/21': 28 T24980490 :E7VP .8/10/21:-- 7 T24980469 A07 8/:10/21 29 T2498049.1 H 1- 8/10/21 - 8 T24980470 A08 8/10/21 30: T24980492 H7 8/10/21 9 ... 724980471 09 8/10/21 31... T24980493 H7V 8/10/21 10::.: T24980472 Al OS: 8/10/21 32::.: T24980494 K01 ::.: 8/10/21 11 T24980473. A11 S 8/10/21::33 T24980495. • .K02 8/10/21:: 12 T24980474 A24S 8/10/21:34 T24980496 K03 8/10/21:: 13 ..T24980475 B01AS .. 8/10/21 . . 14 T24980476 B01 BS...: 8/10/21 RECEIVED 15 T24980477 B01 S 8/10/21 16 T24980478 131.1 S 8/10/21. . 17 T24980479 : Cl:8110/21:. FE.$ 0211�1..: :.18 T2498048.0 . C1 V 8/.10/21 :. 19. :T24980481 C3 8/10/21 Permittihy pepa t 21 T24980483 C5. V 8/10/21 8/10/21 St•Lucie Count, ent :22 ' ' T24980484 . C5V 8/10/21: Thee truss drawing(s) referenced above have been prepared by �. O.P;.... MiTek USA,. Inc. under my direct.supervision based on the: parameters ��� .%S -*' C N FL) �i,� provided by Builders FirstSource (Plant City, �' F.��'• . � . No 82 '. Truss Design Engineer's Name: Velez, Joaquin.: * : •: My license renewal date :for the state of Florida .is February 28, 2023: = = IMPORTANT NOTE: The seal on these truss, component designs is. a certification �?� E O F that -the. engineer'named is licensed. in the jurisdiction(s). identified and'that the �,�'.• P,••' _�� . designs comply with ANSIITPI 1:'These designs are based upon parameters ����` '• p R 1 O.\,�� . shown (e.g., loads, supports; dimensions, shapes and design codes), which were �% given to MiTek or TRENCO. Any project specific information included isfor MiTek's or filQ' '/�' , ���� • : TRENCO's customers file reference purpose,only, and was not taken into account in the pre arationof these designs. MiTek or TRENCO has not independently U verified the Joa ui Velez PE .68182 applicability. of the design parameters or the designs for any particular building. Before use,: MITek sA,.Int. FL Cert 6634 the building designer should verify applicability of design parameters and properly 6904 rke East BI d. Tampa FL 33610 incorporate these. designs into the overall building design per ANSIIrPI.1, Chapter 2. Date: ....... .. ...... . .. ... -August , 2021 :.. .: :. 1 Velez, Joaquin.: :. of . .: Job Truss Truss Type w Qty .,.!Ply 1820 D 3CAR, BLK. NO HS .. . T24980463 2866194 A01 .:.: SPECIAL...: 8 1 . . ........ J ob Reference o tional tlultaers rIrsuDource (rlani laiy, rL), .. rlani GISy, rL - J 01,.. .. .. .. ts.4Ju s Jan z zuzl Mf i eK In ashes, Inc. l Ue Nug 1 u 1u:Ub:4b zuzi - rage 1 ID:193QGW BBpX3jR187zeOm7kz5?ad-oVH1 DGh?6etztg3RXf?SiHFnRHeurhVWywkpKNypGny r1-4.q ... g-3.0 11=11-12 , 19-10.0.:. 27-8:4... 1 33-5-0...:.' 39.8-0 4100 1-4-0. .. :.6-3-0 5-8-12:. 7-1.0-4 . :. 7-10-4. ':. 5.8-12. .. ':. 6-3-0 S — 7 Scale _ 1: 2.2 6.00 F12 . .. .. 5 16 17 . Sx8 i 5x8 4 6 d. . . 2x4 2x4 3 — 7 .. ... 15 ' 2 14 13 1 7 1 x8 0 6x8 = .'.4x 18 8 0 ST1.5x8 S.T.P =. ST1.5x8 STP = 5x12 3.00 12: 5x12 zz B-8-0 17-6-8 .. 22-1-B 31-0-0 39•B-0 . .. ':. 8-8-0 . . . I.. ' 8-10-8 4-6-15 8-10-8 8-8-0 Plate Offsets (X,Y)=- [2:0-4-8,0-2-8], [4i0=4=0,0-3-0], [6:0-4-0,0-3-0], [8:0-4-8,0-2-8], [10:0-4-0,0-5-0]; [14:0-4=0,0-5-0] LOADING (psf) SPACING- 2-0-0 ... .. CSI. .. . . DEFL. in (loc) Udefl:. Ud PLATES . GRIP TOLL 20.0 .:.: PlateGrip'DOL: .'.1.25 TC 0.96: Vert(LL). :0.49.10-11 >960 240 . . .' MT20 244/1.90. TCDL ".. -TO Lumber DOL . •' ' .' :1.25 BC' . 0.75 : Vert(CT)-0.83:10-11 >561 180, .' .. BCLL 0:0 ' . Rep Stress, lncr YES W B . 0.71 Horz(CT) .. 0.4.8 8 Wa We, : BCDL: 10.0 Code; FBC2020/TP12014 Matrix-SH Wdight::230 lb FT = 20 % ' :LUMBER- BRACING- ' TOP CHORD 2x4 SP M 31 `Except* TOP CHORD- . : -Structural wood sheathing directly applied. 1-4,679: 2x4 SP No.2 r BOT CHORD Rigid ceiling directlyapplied 6r6-1-9 oc bracing., ' BOT CHORD: 2x6 SP M 26 `Except` WEBS 1 Row at.midpt. 6-11, 4-12 13-14,10-13: 2x6 SP No.2 „ WEBS 2x4 SP NO.3 REACTIONS... .' (size) 2=0-8-0, 8=0-8,0. Max:Horz 2=433(LC9). Max Uplift. 2=-810(LC 10), 8=-810(LC 10.) .:.: Max Gray.2=1782(LC 15), 8=1782(LC 16) FORCES. (lb) -.Max. Comp./Max. Ten. - All:forces:250 (lb) or less except when shown. TOP CHORD, 2-3=-5794/2627, 3-4==5560/2469; 4-5=-2715/1481, 5-6=-2676/1481, 6-7=-5238/24691. ".. 778=-5483/2628 .. .. BOT:CHORD 2-14=-2202/5538: 12-14=-1441/3786, 11-12=-649/2204, 10-11— 1441/3291, 8-10==220214922. .. ... ..... WEBS 5-11= 425/1139; 6-11=-1436/820, 6-10- 682/2000, 7-10=-188/281, 5-12=-425/1190, " 4=12=-1522/820, 4-14=-682/2184; 3-14=-173/281 NOTES- . 1) Unbalanced roof live. loads have been considered forthis,design. 2) Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 6=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GGpi=O.l8; MWFRS (directional) and GC Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to,15-1'0-'6; Extedor(2R) 15-10-6 to 23-9-io; Interior(1) 23-9-10 to 37-0-6, Extedor(2E) 37-0-6 to 4.1-0-o.zone;C-C for members .and forces & MWFRS for. reactions.shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown.covers rain loading requirements specific • to the use of this truss component. .. ' . .:.' . 4) This truss has been designed fora 10.0 psf bottom chord live. load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live'Ioad 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=1o.opsf. 6) Bearing at.joint(s) 2, 8 considers parallel.to grain value using ANSI(rP.I.1 angle to grain formula. Building' designer should verify' capacityof bearing s6rfa6e:. .' ' 7) Provide mechanical connection ;(by others) of truss to bearing palate capable of withsta6dirig 100 lb uplift at joints) except 0t=lb) 2=810, 8=81, 0. • ' " Joaquin Velez PE N6.68182 ... . .. .. ITe SA, Inc. ,FL Cert6634 6904 Parke East Blvd. Tampa FL 33610. .. -Date-.' . ... :August 10,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: ' . Design valid for use only with MITek® connectors. This design is basedonly upon parameters showri,and'is loran Individual building component, not ' �a truss system. Before use, the building designer must verify the applicability of design parameters and property. incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary, and permanent bracing, WNW. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fa ort, storage, delivery, erection and bracing of. trusses and truss systems, see ANSI/TPII Quality Criteria, DS849 and BCSI Building Component' 6904 Parke East Blvd: fey SaetyInformation.available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 •' Tampa, FL'36610 Job .... Truss . Truss Type * Qty Ply 1820 D 3CAR BLK NO HS T24980464 2866194 A02. ...' SPECIAL:.: 2 1' .. . ..:. ... . Job Reference (optional). butlaers rlrst50urce (Flan uny, t-L), - Flan Gny, rL = a3bb/,.. :. - - - . : - 8.43u S. Jun 2.2u21 mi I eK Industries, Inc. I ue Aug 1 U 1U:55:46 2U21 'Fagg 1 . . I D:193QG W BBpX3jRI87zeOm7kz5?ad-GhrPQcidty?qU-ed5M W hEUozBhyRa8.ogAZUMspypGnx ti•4-q 6-3.0 11=11-12 19.0-0 20-8-0 27-8-4 33-5-0 39-8-0 f11=0-Q 1-.4-0 .. 6-3.0 5-8.12 7-0-4 .. :. 1-8-0 7-0-..4 :. 5-8-12 .. :. 6-3-0 1-4.0 .. ..'.... S cale'- - 7 1: 5.1.. . 5x6 = .. . 6.00 F12 5 = . 5 6 18 Sx8 19 5x8.\ 4 7 m 2z4 _ " 2x4....'. 3 8 ..: 17 20 ' 1 2 7x8 — ... 15 14 13 12 11 9 10 Iv�C . .... 0 3x6 = '3x4 =' .3x4 =. 7x8 = o " ST.1'.M.STP= "..3x4 =. " — ST1:Sz8 STP— 6x8 3.00 12 , 6x8 15-7-7 19-10-0 24.0-9 '. 31-0.0 39-8-0 6.8-0 6-11-7 4-2-9 4-2-9 . .. :. 6-11-7 8-8-0 Plate Offsets (X,Y)-- [2:0-5-9,Edge], [4i0=4=0,0-3-0], [5:04-0,0-2-8], [6:0=4-0 0-2-8], [7:04-0,0-3-0] [9c0=5-9,EE@ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) : I/deft :. L/d . •PLATES.. GRIP TCLL 20.0 . .: Plate Grip DOL: .:.1.25 TC ' .0.90:.: Vert(LL). : 0.53.: 12 >890 240 MT20 244/1.90: TCDL 7:0 .' Lumber DOL. -- ' . - :1.25 BC' .' 0:86 : Vert(CT) . "-0.80:11-12 >584 180 BCLL 0:0 ' . Rep Stress: Incr ' . YES W B, .. 0:70 Horz(CT)..: 0.54 9 n/a n/a BCDL 10.0 Code: FBC2020/TPI2014' Matrix-SH Weight::218lb FT=20% ' LUMBER- .. BRACING - TOP CHORD 2x4:SP No.2 `Except` TOP CHORD. .:'Structural wood sheathing directly applied. 14,7-10: 2x4 SP No.1 BOT CHORD ceiling Ire oc bracing.' ;Rigid 'lin d' ctlyappliedor4-2-2 b ing.. BOT. CHORD 2x4 SP No.2 `Except' 2-16,9-1.1: 2x4 SP_ N6.1 WEBS 2x4 SP No.3. .- WEDGE. Left: 2x4 SP. No;3', Right: 2x4 SP No.3 . . REACTIONS: (size) .2=0-8-0;.9=0-8-0 Max Horz :2=-417(LC 8) Max Uplift 2=-810(LC 10), 9=-810(LC 10): : Max-Grav 2=1533(LC 1),:9=1533(LC 1) FORCES.: (lb) -Max. Comp./Max. Ten.:- All forces-250 (lb) or less except: when shown. TOR CHORD 2-3=-4678/2623; 3-4=-4460/2503, 4-5=2621/1685, 5-6=-1866/1397, 6-7--2621/1685, 7-8=4460/2503; 8-9= 4678/2623 ' BOY CHORD 2-16=-2192/4471,'15-16=-1473/3093,:13-15=740/1864, 12-13=-740/1862," 11:-12=-1473/2962, 9-11= 2192/4181 " .... ' WEBS 4-16=-695/1675, 4-15=-1162/756; 5-15=-535/1071, 5-13=-261/320, 6-13=-261/320," ' 6-12=-535/1010, 7-12=-1086#66, 7-11=,695/1545 NOTES- 1) Unbalanced: roof: live loads have been considered for this design. 2) Wind: ASCE 7=18; VuIt=160mph (3-second gust)' Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat, 11; Exp'C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-O.to 2-7-10, Interior(1) 2-7-10 to:15-0-6, Exterior(2R) . 1570-6 to 24-7-10, Interior(l) 24-7710 to 37-0-6, Exterior(2E) 3770-6 to 41-0-0 zone;C-C for members and forces & MWFRS for i'eaotions shown; Lumber.DOL=1;$0 plate grip DOL=.1.60 . 3) Building Designer / Project engineer responsible for'verifying applied roof live load shown covers rain loading requirements specific .. . to the Use of this:truss component. 4) Provide adequate' drainage to prevent water'ponding. 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 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 7' Beaidn at.'oint s 2, 9'considers'oarallel.to rain valueusin ANSI/TPI 1 an le to rain fomlula. _Buildin desi nershould verif 9 1. O P 9 9 9 g 9 9 Y capacity:of bearing surface. " ' Joaquin Velei PE No;68182 8) Provide mechanical connection (by others) of truss to bearing plate capable, of:withstanding 100 Ib uplift at joint(s) except at=lb) . 2=810, 9=810. MiTek USA; Inc. FL Cert'6634 ... 8904 . a _ e East Blvd. Tampa FL 33610_ . Date:.d. August 10,2021 .� WARNING -Verity dasignparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE... . Design valid for use only. with MiTek® connectors. This design is based only upon parameters shown; and'is toy an individual building component, not ,• .'a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or -chord members only. Additional temporary, and permanent bracing. p MiTek ' is always required for stability and to prevent collapse -with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems; see ' ANSIITP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke'East Blvd: " Safety lnlormation.available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 " ' Tampa, FL'36610 � Job Truss ;' Truss Type ti Qty.,... Ply 1820 D 3CAR BILK NO HS .. .. .. .. T24980465 2866194 A03 . .:. SPECIAL:. .. . .:.' . ..'.'...' .. . .... ... Job Reference (optional) buijaers mrstbource (riant lofty, t-L), .. rlani L ny, rL - UJbbl, . .. _ _ .. .. tl.aou s iun zzyzi mi i eK mouslnes, mC. .I ue.Hug i u I u=:4n zuei rage i I D:193QG W BBpX3j Rt87zeOm7kz5?ad=D.4z9rljtPZFYkHoODnY9KvtLAVea27azetzTxiypGnv 11.4_9'.'.:.' g_3-0 11=11-12 17-0-0 22-1-0 27-8-5 33-5=0 ..'.'.:r' 18-0 p1=0Q' 1-.4 .. 6-3.0 5-8=12 5.0-5. .. 5-8-0 5.0-:4 5-8-] 2 .. 6-3-0 ]-4-0 . S = 7 Scale 1: 5.1.:.' 6.00 12 5x6 5x8 =. . fi Sx6 • 6: 5x6.0. 17 1 4 7 .. m .. .. .. .. 2x4 � 2x4 m: : 3 8 16 2 .. 15 14 13 12 11.: 9 Io. 1 6X8 =.. 10 1IN 0 4x8 = ... 4x8 =. 4x4 = 6x8 = Iv 0 ST1.5x8 STp — ST1.5x8 STP 5XB. 3.0002 q. Sx8 q. 8-8-0 17-0-0 .. 22-B-0 31-0-0 39-8-0 8.8-0 B-4.0 5-8-0 8-4-0 8-8-0 _Plate Offsets (X,Y)=-[2:0-5-3,0-1-61,[4i0=3=0,0-3-01,[5:0-3-0,0-2-01,[6:0=6-0,0=2-81,f7:0-3-0,0-3-01,[9i0=5-3,0-1-61;[11:0-4-0;0-4-81,[15:0-3-12,0-4-81 - .. ...- ..... .. . LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc)• I/defl : L/d PLATES: • GRIP TCLL 20.0 . .: Plate Grip'DOL: . .:.1.25 TC :0.80:.: Vert(LL). :0.53.11-12 >891 240 .:.. MT20 244/1.90: TCDL 7:O Lumber DOL . 1.25 BC' . 0.88 : Vert(CT)' .-0.79:11-12 >590 180. " BCLL :0;0 Rep Stress: Incr YES W B..: 0.94 Horz(CT) . 0.49 9 n/a n/a : l3CD.L 10.0 Code. FBC2020/TPI2014' : , Matrix-SH Weight::235 lb FT = 20% : :.: LUMBER- BRACING - TOP CHORD -2x4 SP No.2 TOP CHORD. ' . : -Structural wood sheathing directly applied or 2-2-O:oc puriins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directlyapplied or4-8-6 oc bracing..' ' WEBS 2x4 SP No.3 . WEBS 1 Row at-midpt. 6-14 . REACTIONS. (size)•, 2=0-8-0, 9=0-8-0 Max Horz 2=376(LC 9). ..Max Uplift 2=-81O(LC 10); 9= 81 O(LC 10) . Max.Grav 2=1533(LC 11, 9=1533(LC 1) FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250 (Ib) or less except when shown., : TOP CHORD 2-3=-4846/2901,.3-4=-4578/2723, 4-5=-2453/1692, 5-6=-2150/1604; 6-7=-2451/1691, 7.8=-4578/2723, 8-9==4846/2901. : BOT CHORD' - -2=15=-2453/4599, 14=15=-1599/3074, 12-14— 998/2148, 1'1=12=-1599/2984, 9-11— 2453/4352 WEBS 3-15=-261/317,,4 1$=-775/1762, 4-14=71183/761; 5-14=-3941792, 6-12= 394/81.6, 7-12==11111761, 7-11=-775/1647, 8-11=-275/317 " ' NOTES- 1) Unbalanced roof.live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft;.eave=5ft; Cat. Il;: Exp C; Encl., GCpi=0j 8; MW..FRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-,10, Interior(1) 2-7-10 to 13.-0-6, Exterior(2R) 13=0-6 to 26-7-10, Interioe(.1) 26-7-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-C-for members and forces & MWFRS for reactions shown;: Lumber DOL=1.60 plate grip_ DOL='1.60 3) Building b!asigner./ Project engineer responsible for verifying applied, roof live: load shown covers rain loading requirements specific . to the use of this truss component. ' . " 4) Provide adequate drainage:to prevent water ponding.. 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 alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 ta.11, by 2-0=0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 9 considers parallel.to grain Value using ANSI/TPI 1' angle to grain formula. Building designer should verify. capacity of bearing surface. " 8) Provide mechanical connection (by others) of truss fo bearing plate capable of withstanding' 100 lb uplift at joint(s) except 0t=lb) 2=810, 9=810. .. ... . . , Joaquin Velei PE No;68182 MITek USA, Inc, FL Cert 6634 6904 Pare East Blvd. Tampa FL 33610- : ate: ... :August 10,2021 .� WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: Design valid for use only with NliTek® connectors. This design is based only upon parameters shown, and'is_foi an individual building component,;not• . A truss system. Before use, the building designer must verify -the applicability of design parametersand propedy.Incorporate this design into the overall. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord. members only. Additional temporary and permanent bracing, �►/� . ''y'�TeK• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of. trusses and truss systems, see, ANSUTP/f Quality Criteria,. DSB-89 and BCSI Building Component, ' . 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 � � � � � � Tampa, FL '36610 . , Job Truss Truss Type Qty Ply 1820 D 3CAR ELK. NO HS .T24980466 2866194 A04 . .'.: SPECIAL:.: 2 1' Job Reference (optional) builders rirstb'ource (Flan lily, t-L), :. Plant L;ny, rL = 33b6/,.. � :. - . . _ _. .. - : � t5.4Ju s .lun zZuzi mi I eK Industries, Inc. I Lie Aug l U l U:bb:4V ZUZI rage l . . ID:193QGW BBpX3jRl87zeOm7kz57ad-hGWX3ekVAtNPLRMCmV3Os7QWYu-ynYL6sXi0T8ypGnu ri-4-q' 5-11-1 1.6.g.'.:.,' 15.0-0 i9=10.0 24-8-0. ..'. .:.' 30-1-7 33-8=15- ; 39-8.0 .. ft1=0=q' 1-4-0-7-9,. 5-5-7 .4-10r0 4-10-0 . 5.5-7 .3,7-9 . 5-11-1 1-4r0 ': Scale = 1:75.1.: . 6.0 5 — — 0 12 x6 3x4 — 5x6; 5: 19.6. 20. 7 . 5x6 i 21 5x6 2x4 = 9: 22 12 .. 10 _. . it �^ST1.5x8 STP = Sx12 Zi g.g.0 15-0-0 24.8-0 31-0-0 39 8 0 8-8-0 6-4-0 9.8-0 6.4.0 8-8-0 Plate Offsets (X,Y)=- [2:0-0-3,1,-1177], [2:0'-3-7,Edge], [4:0-3-0,0-3-0], [5:0-3-0,0-2-0], [7:07370,072-0];[15:0-3-0,0-3-0],.[10-0-0-3,1-11-7]; 110:0-3-7,Edge], 112 0-3-8,0-5-0], [1 6:0-3-8,0-5-0] LOADING (psf) . . SPACING- : :. .2-0-0 CSI. DEFL; in.: (loc) Udefl Ud PLATES GRIP. TCLL 20:0 Plate Grip-DOL ' . :1.25 TIC .' 0;83' : Vert(LL).' . 0.48.13-15 >975 240 MT20 244/1'90 TCDL 7;0 Lumber DOL:.: 1.25 BC: , : 0:81 Vert(CT) ' .: -0.84 13-15 >560 18p.: BCLL ; 0.0 Rep Stress Incr YES : WB 0.53 Horz(CT) 0.48 -to- n/a : n/a BCDL 10.0 Code; FBC2020/TP12014: Matrix-SH -Weight:;237 lb FT = 20% - LUMBER-. BRACING- . TOP CHORD 2x4 SP No.2 .: TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purl'ins. BOT CHORD 2x6 SP M 26 `Except' BOT CHORD Rigid ceiling directly applied oir 5-0-14 oc bracing. 14-16,12-14: 2x6 SP No.2 WEBS 1 Row at:midpt 4-15,.8-13.: WEBS 2x4 SP N6.3 " WEDGE - " Left: 2x4 SP. No.3 , Right: 2x4 SP No.3 . . . . REACTIONS. (size) .2=0-8-0; 10=0-8-0 Max Hors .2=335(LC 9) Max Uplift 2= 810.(LC 10), 10=-81 O(LC 10) Max.Grav 2=1791(LC 15), 10=1791(LC 16) FORCES.: (lb) - Max: Comp./Max. Ten.: All forces'250 (lb) or less except when shown. TOP: CHORD 2-3= 5703/2964; 3-4=-5526/2858, 4-5=4211/1882, 5-6=-2872/1788, 6-7=72776/1788, 7-8=-3105/1882; 9-9=-5278/2858, 9=10=-5465/2964 BOT CHORD 2-16=-2507/5375, 15-16=-2095/4637, 13-15==1368/2990, 12-13=-2095/4197, 16-12=-2507/4901 WEBS .' 4-16=-587/1599, 4-15=-1857/965; 5-15=-495/1140, 7.13--495/1148, 8-13=-1751/965, 6-12=-587/1485, 6-.15=-332/201, 6-13=-332/201 - NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCEZ=16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eaye=5ft; Cat..' _. II; Exp'C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1,4-0.to 2-7-10, Interior(l) 2-7-10 to:i 1-0-6, Exte6or(2R) . .. .. 1.170-6 to 18-11-10, Interior(1) 18711-10 to 20-8-6, Exterior(2R) 20-8-6 to 28-7-10, Interior(.1).28-7-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-C for members.and forces & MWFRS. for reactions shown; Lumber DOL=1.60:plate grip DOL=1.60. . 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 'specific to the Use of this !truss component. 4) Provide adequate: drainage to prevent waterponding. 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.Opsf. 7) Bearing atjoint(s) 2, 10 cohsiders'parallel to grain value using ANSI/TPI 1 angle to'grain fdrfTula.. Building designer-shdOld'verify . capacity of bearing surface. Joaquin Velei PE No;68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of: withstanding 100 lb uplift at joint(s) except at=ib) ' MiTek USA; Inc. FL Cert6634 2=8.10, '1 o=81 o.' 6904 Parke East Blvd Tampa FL 33610. 'Date;::: ... August 10,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE Design valid for use only. with MiTek® connectors. This design is based, only upon parameters shown; and m is foi an individual building coponent,'not :q truss system. Before use, the building designer must verify the, applicability of design parameters and properly Incorporate this design Into the overall • building design. Bracing Indicated is to prevent buckling of individual truss web.and/or chord members only. Additional temporary. and permanent bracing. ' M ITBk• is always required for stability and to prevent collapse with possible personal injury and propdamage. For general guidance regarding the erty fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANS11TPll Quality Criteria, DSB=99 and BCSI Building Component 6904 Parke East Blvd. ' Safety Informat ion,available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL'36610 Job ; Truss Truss Type t ' City Ply 1820 D 3CAR. BLK NO HS T24980467 2866194 A05 . ...: SPECIAL,.: .. . .... .:. Job Reference (optional) souree Imam ny, rL), rianl Uy, -L -0600/, OJV5JUl! 44U&1va1eniuubes, iuruemugiuru:oo.rcucr rage ituuaers rrsl.. . . ID:193QGWBBpX3jRl87ze0m7kz5?ad-dfelTJmmiUd7blWbuw6sxYVr2iepFPBPKrB7XOypGns r1-4_Q'.'.:. 6.8.0 13=0-0 19-10.0 26-8-0..:. 330-0 ". .. :. 39-B-0 Al=0Q . 6-4-0 6-10-0 :. 6.1.0.0 .. 6-4.0 . 6-8-0 1-4-0 _... .. S - 7 cae'_ : 5..:. Sx6 — 6.00 F12 3x4 =. ; 5x6 ,4:17 18 5. .: .. 19 206.. ..'. .. 5x6 i .. .1fi: . .21 Sx6 m , :3 7 v. :15 22 14;. w. 2 . .. .. 13 .. ':. 12 11.. 10 7x8 - _ 8 9 m dr >�I 0 3x4 = 4x6 = 3x4 = 7xB — .. o ST1.5xB STP = . ST1.5x8 STP 6x8:� 3.00 F12, .. 15-7-5 24.0-11 31-0.0 39-8-0 6-11-5 8-5-6 6-11-5 8-8-0 Plate Offsets -- 2:0-5-9, ge , 3:0-3-0,0-3-0 , 4:0-3-4,0-2-0 , 6:0=3-4,0-2-0 ,[7:0-3-0,0-3-0 , [8:0-5-9,Eclqel LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) Vdefl:. Ud PLATES:, GRIP TCLL 20.0 . .:.: Plate Grip-DOL: 1.25 TC 0.89:.: Vert LL. :0.55.11-13 >845 240 ( ) MT20 244/190, TCDL 7:0 Lumber DOL " .' :1.25 BC 0:91 Vert(CT) .--0.89:11-13 >526 180. - - BCLL 0:0 ' Rep Stress Incr YES WB..: 0:76 Horz CT .: 0.57 8 Na Na ( ) BCDL: 10.0 Code; FBC2020/TP12014 Matrix-SH Weight::190 lb FT = 20% :.:LUMBER- .. BRACING- '. . . :. TOP CHORD '2x4 SO M 31 'Except' . TOP CHORD" .' : 'Structural wood sheathing directly applied. 4-6.2x4 SP No.2, 1-3,7-9: 2x4 SP No.1 BOT CHORD .:Rigid ceiling directly applied or 3-10-15 oc bracing: BOT. CHORD 2x4 SP No.2 `Except' 2-14,8-10: 2x4 SP; N6.1 WEBS 2x4 BOND. WEDGE Left: 2x4 SP. No.3 , Right: 2x4 SP No.3 . REACTIONS. (size)• 2=0-8-0; 8=0-8-0 Max Horz .2=-294(LC 8) Max Uplift 2=-810.(LC 10), 8=-810(LC 10); Max Grav 2=1533(LC 1), 8=1533(LC 1) FORCES.: (lb) - Max. Comp./Max. Ten.:- All forces 250 (lb) or less except when shown. TOR:CHORD 2-3=-4722/2949, 3-4=-4466/2806, 4-5=:2924/2005, 5-6=-2924/2005, 6-7=-446612806, 7-8=-4722/2949.. ........ ... . : BOT CHORD 2-14=-2492/4340, 13-14— 1444/2714,:11-13==1702/3110, 10-11=-1444/2714, 8=10=-249214222 WEBS 3-14=-282/338, 4-14=-985%18591 4-13=-142/522, 5-13=-3941275, 5-11=-394/275, '6-1'1=-142/522 6.10=-985/1749, 7-10=-292/338 . NOTES 1) Unbalanced:roof:live loads have been considered for this design. 2) Wind: ASCE'7=1;'Vult=160mph (3-second gust)Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1 bft; B=45ft; L=40ft; eave=5ft; Cat. .. 11; Exp-C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-.4-010 2-7-10, Interior(1) 2-7-10to:9-0-6, Exterior(2R) . . 9,0-.6 to 16-11-f0, Interior(1) 16.1 i-10 to 22-8-6, Extedor(2R).22-8-6 to 30-7-10, Intador(1) 30-7-10 to 37-0-6, Extedor(2E), 37-0-6 to 41c0-0 zone;C-C for members and forces & MWFRS. for reactions shown; LumberDQL=1.60:plate grip DOL=1.60. . 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements Specific to the use'of this truss component. 4) Provide adequate: drainage to prevent water'ponding. " ' . . 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' Bearingat'oint s 2, 8 considers''arallel,to rain valueu'sirf ANSI/TPI 1 an le to rain formula. Building desi nershould Verify 1 O. P 9 9 9 9 9 9 fY " capacity:of L earing surface. Joaquin Ville i PE No' 8182 8) Provide mechanical connection (by others) of truss to bearing plate capable of: withstanding 100 lb uplift at joints) except (jt=lb).: ' MITek USA; Inc. FL Cert6634 2=810, 8=810. . . 61104 ,ate East Blvd. Tampa FIL 33610 : ate: ; .:.: ugust ... .. .. ... .. ..I I .. .,& WARNING -Verify design parameters and READ NOTES ON THIS AND.INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: ' Design valid for use only with MiTe.k® connectors. This design is based only upon parameters shown, and'is fot an Individual building componerit,.not. �• se . .:a truss system. Before u, the building designer must verify -the applicability of design parameters and propedy Incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web,and/or chord members -only. Additional temporary and permanent bracing.' MiTek- - is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . - fabrication, storage, delivery, erection and bracing of trusses and truss systems, Ass , " ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component • . 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute,:2670 Crain Highway, Suite, 203 Waldorf, MD 20601 .. Tampa, FL'36610 Job Truss Truss Type - . Qty Ply 1820 D 3CAR" BLK NO HS - . T24980468 2866194 A06 . .:.: SPECIAL:,: 1 1 ... :. . ....'... ' Job Reference (optional) builders Hrsibource (F9ant Glty, f-L); : - mant tatty, FL - 33557, . ' :. ' . .. : " 8.430 S JUn z.zuzl MI I eK Inaustnes, Inc. t Ue AU9 10 1 U:55:52 z021 ' Page 1 ID:193QGWBBpX3jR187zeOm7kz5?ad-5rCghfmOT.ol-Dv5nSdd5Ul2?66?w vuYZVxg4TypGnr r1-4•q 5-11-1 11-0=0 17-0-0 22-8.0 28.8-0 33-B-15 ' : ; 39-B-0 41-0=Q 1-4r0. .. 5-11-1 6-0 5-8-0 6.0-0 5.0-.15 .. ':. 5-11-1 1-44 . ... . . S - 73. tale'_ 1: 6 ' ... 5x6 _ 2x4 11 5x6 5 4. 16 19 5 6 20 21 7. :. 6.00 12.. 2x4 17 2. 2x4 2 . m 0 3. fl 8 16 2 3 m p. 14 13 .12 t1. .. 1 7x8 4x8. _' 4x4 �: .. y o b _ 5x8 =. 7x8 = o . .. . .. ' ST1.5x8STP= .. '. .'.'.: . ST1.5x8 STP= 6xe 3.00 12 6x8 �: . B-8-0 16-10-11 2P-9-5 -31.0-0 39-8.0 8-8-0 B-2-11 5-10-11 .8-2-11 8-8-0 Plate Offsets (X,Y)=- [2:0-5-9,Edge], [4i0-3-8,0-2-4], [6:0-3-0,0-3-0], [7:0=3-8,0-2-4], [9:0-5-9,Edge] LOADING (psf) SPACING- 2-0-0. ". CSI. DEFL. in (loc): I/deft: Ud PLATES:. GRIP TOLL 20.0 Plate Grip DOL: .. J.25 TC :0.94:.. Vert(LL). : 0.68.12-14 >689 240 MT20 244/1.90. TCDL 7:0 Lumber DOL- 1.25 BC 0:86 : Vert(CT) .'-0.01:12-14 >481 180 ' .' " BCLL 0:0 ' . Rep Stress: Incr YES W B" .: 0.54 Horz(CT) 0.57 9 n/a n/a BCDL' 10.0 Code: FBC2020/TPl2014' Matrix-SH Weight::209 lb FT = 20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD. .' : 'Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.i `Except' ,'' BOT CHORD Rigid ceiling directly applied or 3-11-8 oc bracing. • 13-15;11-13: 2x6 SP.No:2 WEBS 2x4SPN6.3 .. WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 . REACTIONS., (size) 2=0-8-0, 9=0-8-.0 Max Horz.2=-25a(LC 8) Max Grav 2=1533(LC 1), 9=1533(LC 1) FORCES... (lb) -'Max. Comp./Max. Ten..: All forces 250 (lb) or less except when shown. TOP CHORD: 2-3=-4676/2926, 3-4=-4455/2724; 4-5=-3991/2570, 5-6=t3991/2571, 6-7=-3994/2672;.. 7-8=-4455/2724; 8-9= 4675/2926 : BOTCHORD 2-15==247?J4227;:14-15=-1709/3153; 12-14=-2149/4007, 11-12- 1710/3155;,; 9-11=-2472/4178 .. WEBS .'3=15= 214/309, 4-15=-702/1462; 4-14- 493/1086, 5-14=-319/298, 6-12=-376/300, 7-12= 493/1086, 7-11=-699/1408; 8-11=-227/308 NOTES- 1), Unbalanced roof live Idads have been considered for this design. 2) Wind: ASCE 7-1.6; Vult=160mph (3-second gust):Vasd=124mph; TCDL=4,2psf; BCDL=5.0psf; h=15ft; B=45ft; L='40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-010 2-7-10, Interior(1) 2-7.10 to:7-0-6, Exterior(2R) 7-0-6 to 14-11-10; Interior(1) 14-11-10 to 24-8-6; Exterior(2R) 24-8-6 to 3217-10, Interior(1) 32-7-10 to 37.0-61.Exterior(2E) 37-0-6 to. .. .. 4170-0 zone;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1..60.plate grip DOL=1.60. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown Covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent waterponding. 5) This truss has been designed for a 10.0 psf bottom chord live load elonconcur(ent with any other live loads:': 6) . This truss. hasbei en 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) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formUla. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) Df•taiss to bearing plate. capable of: withstanding 100 Ib Upli$ At jbirit(s) except at=lb). Joaquin Velei PE No;68182 2=810, 9=810. .: MiTek USA; Inc. FL Cert6634 6904 Parka East Blvd. Tampa FL 33610 .._ ... .. . '.. 'Dot ...... .....". Au gust 10,2021 -Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE: Mll-7473 rev. 6/19/2020 BEFORE USE:.: ' Design valid for use only with MiTek® connectors. This design its based only upon parameters shown, and'is'foir an Individual building component, not . A truss system. Before use, the building designer must verify the applicability of design parameters and properly: Incorporate this designInto. the overall. • building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord membersonly. Additional temporary" and permanent bracing, MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication; storage, delivery, erection and bracing of trusses and truss systems, .see. gNSI?PII Quality Criteria, DSB49 and SCSI Building Component ' ' - ' - 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. .. Tampa, FL '36610 - - Job Truss Truss Type I City Ply 1820 D 3CAR. BLK NO HS — • :.T24980469 2866194 A07 . .:.: SPECIAL:.: 1 1, .. '. I..'.'. .. Job Reference (optional) . Builders FirstSource (Plant City, FL),: Plant City, FL - 33567,.. ' :. 8.430 s Jun 2.2021 MiTek Industries, Inc. Tue Aug 10 10:55:53 2021 Page 1 ID:193QGW BBpX3j R187zeOm7kz5?ad-Z1 m2u?n0E6tgg2gz?KBK1 zbCLW. RnjMgin9gEcvypGnq r1 4-Q .. 4:g_5 1 9.0-p ". .. 15-10-8 23-9•B 30-8-0 35.1-1 T 39.8-0 Al-0 q 1-4r0. 4-6. 4-5-11 .. :. 6-10-8 7-10-15 6-10.8 4-5-11:. 4-6-5 1-4r0 Scale '= 1:73.6 :.' Sx6 = 5x8 = 3x4 = 5x6 6.00 F12 ' 4 21 2223 5 6 . 24 25 26 7 3x4 i 3x4 m d 3 20 827. '.. 19 .28 w 1.. 2 17,.:. 16 1514 13 12 9 .10: 16 o 1 B 5x6 = . 3x4 = 3x6 = 3x4 = 5x6 = . ' ' 11 ST1.5x8 STP = 2x4 .1 1. 3x4 = 2x4 I I ST1 5xB STP 4x6 :.3.00 12 4x6 4-6=5 8-8-0 12.8-0 12-8-14 19-10.0 • •' 26.0=0 31-0-0 35-1=11 39.8.0 4-6r5 4-1-11. ' .. '4.0-0 0-d'-14 7-1-2 :. 6-2-0. 5-0-0 4-1-11" 4-6-5 Plate Offsets (X,Y)-- [2:0-3-14,Edge],[4:0-3-0,0-2-0]r16:0.4-0,0-3-01, [7:0-3-0,0-2-0], [9:0-3-14,Edge] LOADING (psf) . ... .. .. SPACING- 2-0-0 .. CSI. .. ... DEFL. in (loc)_ Udefl:" Ud ..... .. ... PLATES:" GRIP TCLL 20.0 Plate Grip DOL: :1.25 TC 0.78:.: Vert LL : 0.21 .15-16 >745 240 ( ). MT20 244/190: TCDL 7.0 Lumber DOL' . " :1.25 BC' . 0.50 : Vert(CT) 0..1'7:15-16 >943 180. BCLL 0,0 Rep Stress: Incr NO WB, : 0.57 Horz(CT) 0.03 9 n/a ' n/a : ' BCDL 10.0 Code; FBC2020/TP12014 Matrix-SH Weight:;191 lb FT = 20% LUMBER-. .. BRACING- TOP CHORD "2x4 SP No.2 TOP CHORD . ' : -Structural wood sheathing directly applied or 5-7-10 oc purlins. BOT CHORD 2x4 SP No.2 " ' BOT CHORD .:Rigid ceiling directly applied or 10-0-0 oc bracing, --Except:.: WEBS 2x4 SP No.3 6-0r0 oc bracing: 15-16,13-15: WEDGE Left: 2x4 SP No.3, Right:: 2x4 SP No.3 REACTIONS...'. Ali bearings 0-8-0 except (jt=length) 16=0-4-0, 13=074=0... (lb)'- Max:Horz 2=-212(LC 8) Max Uplift. All uplift 100 lb or less at joint(s):except 2=-312(LC 10), 9=326(LC:10), 16=-675(LC 10), " 13==703(LC 10) Max Grav All reactions 250 lb or less at joint(s)'except 2=461(LC 15), 9=538(LC 16), 16=1106(LC .19),13=1'162(LC 20) .:.: FORCES.: (lb) _ Max. Comp./Max. Ten.- All forces-250 (lb) or less except when shown. TOP;CHORD 2-3=-917/450, 3-4=-338/147, 4-5=-287/644,,576=-74/688, 6-7=-3071675, 7-8= 470/228, . B-9=-1055/524 : BOT CHORD 2-18=-251/931',' 17-18=-257/935, 16-17- 28/292; 15-16= 301/136, 13-15=-391/248, 12-13=0/331, 11-12=-323/894, 9-1:1=-317/890 WEBS 3-17=-553/413, 4-17=-39/401,'4-16=-951/598, 5-16==787/686,.5-15=-513/208, 6-15=-487/295, 7-12=-58/372,'8-12=-542/404, 6-13=-766/671; 7-13=-961/665. . . . NOTES- . .. .. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE"7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat..' II; Exp C;.Lncl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-.4 O:to 2-7-10, Interior(1) 2-7-10 to:5-0-6, Exterior(2R) . 5-.0-.6 to 12-11-10, Inte6or(1) 12-11-10 to 26-8-6, Extedor(2R).26-8-6 to 34-7-10, Intedor(1) 34: 7-10 to 37-0-6, Extedor(2E).37-0-6 to 41-0-0 zone;C-C for members. and forces & MWFRS,for reaotiofis shown; LumberDOL=1.60:plate grip DOL=1.60. . 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading recjuirements 'specific to the use'of this:truss component. 4) Provide adequate:drainage to prevent water'ponding. . 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 20.6psf on the bottom chord in all'areas,where a rectangle 3-6-6 tall by 2-6-0 wide will fit between the bottom ohord and any other members. ' .: . : 7' Bearin at.'oint s 2, 9'con'siders oarallel,to rain value u'siri ANSI TPI 1 an le to rain fo'rinula. Buil.di.n desi nbrshodld verif 9 1 P 9 9 9 9 9 9 Y capacity:of Bearing surface. Joaquin Velei PE No;66182 8) Provide; mechanical connection (by others) of truss to bearing plate capable of:withstanding 312 lb. uplift at joint 2, 326 lb uplift at MiTek USA; Inc. FL Cert 6634 joint 9, 675 lb uplift at.joint 16 and.703 lb uplift at joint 13.. 9) Load case(s) 4, 5, 6,.7, 8, 9,'10,:11, 12, 13, 15, 16,.17,.18 has/have been modified. Building designer must review loads to verify that 6904 Parke East Blvd. Tampa FL 33610• : - they are correct for the: intended use of this truss. Date:: 10)'In the LOAD CASES) section, loads applied,to the'face of the truss are noted. as front (F)Or back, (B); . : : : _ , . August 10,2021 0 .A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: ' - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and 'is'foir an individual building component, not -a '• truss system. Before use, the building designer must verify the applicabillty of design parameters and properiyIncorporate this design into the overall. building design. Bracing indicated is to prevent buckling of individual truss web.and/or.chord members only. Additional temporary and permanent bracing. MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . " fabrication, storage, delivery, erection and bracing of. trusses and truss systems, see ANS11TPll Quality Criteria, DSB49 and BCSI Building Component 6904 Parke'East Blvd, ' Safety I.nformation. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 :. Tampa, FL 36610 Job Truss Truss Type * Qty Ply 1820 D 3CAR BLK NO HS :. . . . .. :. ".T24980469 28661.94 A07 .: SPECIAL 1... 1 Job Reference (optional) tlUdders f-1rstbource (Plant Otty, t-L); :. Plant tatty, I-L; 33567, :. . . . .. ' :. 8.430 S Jun 2.2021 Mi I eK Industries, Inc. I ue Aug 10 10:55:53 2021 Page 2. ID:193QGW BBpX3jR1B7ze0m7kz5?ad=Zl m2u?n0E6tgg2gz?KBK1 zbCLW RnjMgin9gEcvypGnq LOAD CASE(S) -Standard Except: 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) . Vert: 1-4= 54,Am7=-54, 7=10=-54, 2-17=-20, 12-17=-20, 9-12=-20 4) Dead + 0.6 C-C Wind (Pos. Internal) Case it.Lumber Increase=1.60; Plate Jncrease=1.60 Uniform Loads (P 0 I. Vert: 12=105, 2-19=59, 19-20=47, 420=70, 4-22=70, 22-25=47, 725=70, 7-27=70, 27-28=47, 928=59, 9-10=105, 2-17=-10,'16-17=-10,_ 13-16=20(F=30), . 12-13=-10, 9-12- 10 "" Horz: 1-2=-113; 2-19=-67, 19-20=-56, 4-20=-78,7-27=78, 27-28=56, 9-28=67, 9-10=113 5) Dead + 0.6 C-C Wind (Neg. Internal). Case 1: Lumber Increase=1.60, Plate Increase=l'.60 Uniform Loads (Olt) Vert: 1-2=3, 2-4=-41, 4-7=-49,7=9= 41,:9-10=3, 2-17=-20, 16717=-20,13-16=10(F=30), 12=13=-20, 9 12=-20 Horz: 12=-17, 24=27, 7-9=-27,'9-10=17 6) Dead + 0.6 MW FRS Wind (Pos: Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 ' Uniform Loads (pit) Vert: 1-2=42, 2-4=13, 4-23=45, 23-26=26, 7-26=16, 7-9=31,.9.10=21, 2-17=-10, 16-17=-10, 13-16=20(F=30), 12-13� 10,.9-12- 10: Horz: i-2=-50, 2-4=-22, 7-9=39,.9-10=29 7) Dead+:0:6:MWFRS Wind (Pos. lntemal):Right:Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) ... Vert: 1-2=21,.24=31', 4.21=16, 21-24=26, 724=4S, 7=9=13, 9-10=42, 2-17=-10, 16-17=-10, 13-16=20(F=k),'124,3=-10, 9-12=-10 Horz: 1-2= 29; 2-4=-39, 7-9=22, 9-10=50 8) Dead +0.6 MWF.RS Wind (Neg. Internal) Left: Lumber Increase=1.60,*Plate (norease=1.60 Uniform Loads (jilt) ' Veit: 1=2==26, 2-4=-36, 4-7=-16, 7-9=5,'9-10=15,2-17=-20, 16-17= 20, 13-16=1.0(F=30), 12=1'3==20; 9-12= 20 Horz: 1-2=12, 2-4='2 7 9=19, 9-10=29 9) Dead + 0.6 MWFRS Wind (Neg. lntemal) Right: Lumber Increase=1.60, Plate Increase=1.60: Uniform Loads (pit) Vert:' 1-2=15, 2-4=5, 4-7=-16, 7: 9==36,'0-10=-26, 2-17=-20, 16-.1.7r 20, 13-16=10(F=30),.12-13=20, 9-12=-20 H6rz:-1-2=-29, 2-4=-19, 7-9=2219-10=-12 :10).Dead + 0.6 MWFRS Wind (Pos.:lntemal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit).. Vert: 1-2=74, 2-4=45, 4-7=45, 7-9=45, 9-10=74, 2-17=-10, 16-17=-10, 13-16=20(F=30), 12-13= 10, 9-12=-10 q Horz: 172=-82, 2-4=-54, 7-9=54, 9-.10=82 11) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd'Parallel: Lumber Increase=1.60, Plate Increase=1.60.' Uniform Loads. (pit) Vert: 1-2=45, 2-4=16; 4-7=16, 7-9=16, 9-10=45r 2-17=-10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 9-12==10. .. Horz: 1-2==53, 2=4=-25; 7-9=25, 9-10=53' -: 12) bead +0.6 MWFRS Wind (Neg: Intemal) 1st Parallel; Lumberincrease=1.60, Plate Increase=1-60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-16, 4-7=-16; 7-9=-i6, 9-10= 5, 2-17=-20, 16-17=720, 13-16=10(F=30); 12-13=-20, 9-12=-20 Horz: 1-2=-9, 2-4=2, 7-9= 2; 9-10=9 . . .. .. 13) DDDead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) - Vert: 1-2=-5,'24=-i6; 4-7=-16,7-9=-16, 9-10_=5, 2=17=-20, 16.17=-20, 13-16=10(F=30), 12-13= 20, 9-12. 20 Horz:1-2=-9, 2-4=2, 7-9=-2, 9-10=9.:.' 15) Dead + 0.75.Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left):. Lumber Increase=1.60, Plate.1ncrease=1.60 Uniform Loads (pit) Vert: 1-2=-53,:2-4=-61,:4-7=-45, 7-9=-30; 9-10=-22; 2-17= 20, 16-17=-20, 13-16=61:(F=81), 12-13=-20; 9-12=-20' Horz: 1-2=9; 2-4=17; 7=9=14, 9-10=22 .. 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-22, 2-4=-30, 4-7=-45; 7-9=-61, 9-10=-53, 2-17=720,:16-17=-20, 13-16=61(F=81),.12--13=-20, 9-12=-20 Horz: 1-2=-22, 2-4=-14; 7-9=-17, 9-10=-9 17) Dead + 0.75 Roof Live (bal.) 4- 0.75(0.6 MWFRS Wind (Neg'.:Int) 1 st Parallel): LUUmbef Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-45, 4-7=-45, 7-9==45, 9-10=-37, 2-17=-20, 16-17= 20, 13-16=61(F=81), 12=13=-20, 9-12= 20 Horz:' 1.2=-7, 2-4=1, 7-9=-1; 9-10=7 -: .18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg; Int) 2nd'Parallel)- Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf).. Vert: 1-2=-37, 2-4=-45,;4-7= 45, 7-9= 45, 9=10= 37, 2=17= 20, 16-17=-20, 13-16.=61(F=81), 12-13=-20; 9-,12= 20 Horz: 1-2=-7; 2=4=1, 7-9=-1, 9-10=7.:.: . .A WARNING -Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE: . ::Design valid for use only with M76W connectors. This design, is based only upon parameters shown, and'islor an individual building componerit,,not ' '• . a truss system. Before use, the building designer must verify the, applicability of design parameters and propedyincorporate this design Into the overall 'building design. Bracing indicated is to prevent buckling of Individual truss web.and/or chord, members only. Additional temporary, and permanent bracing_ ' MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of, trusses and truss systems, see. ANSYTP11 Duality Criteria, DSB49 and BCSI Building Component , 6904 Parke East Blvd. Safety /nformation, available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. - Tampa, FL'36610 Job Truss Truss Type .. • • . • . t Qty Ply 1820 D 3CAR BILK NO HS T24980470 2866194 A08 . .:.: SPECIAL . 1 1 Job Reference (optional) tiuuaers mrsujource kmant idly, t-L), :. mant ldty, rL' 3356/, . :. : - 6.43U s Jun 2. 2u21 mi I ek Industnes, Inc. :I ue AUg 10 1 U:55:54 ZU21 'rage 1 ID:193QGW BBpX3jR187iebm7kz5?ad-i DKQ6Loe?P?hSCFAZ2f2ZA7Mrvh6Sjl rOpQn8LypGnp r1-4•q 7-0-0 12-3-1 16.0-8 19=10.0 22-5-14 26-3-5 32.8-0 39.8-0 41=0:Q: 1-4-0. .. 7-0.0 5-3-1. 3-9.8 3-9.8 2-7-14 3-9-8. 6-4-11 7-0-0 .1-4-0 S - 7 .. .'.:. Scale 3.6:.' Sx6 = .. 3x8 3x4 —_ 2x4 11. 5x6 = 5x12 6.00 12 . . . 3 : .18' . ' : 19 4 2021 22 5 ' . 23 : 246 25 7 ' 26 ' : : 827 28 5x6 = .. . 29: 9 I 2 . 17 is 14 .13: :.. 12.:.: l 1 30 : 31 32 33 34 : 15 35 36 : 37 : ' : 38 39 40: 10 �:^ 11 Io 0 5z8 =' 6x8 — 3x6 — 6x8 = 5x12'= ST1.Sx8 STP = 3xg:= .:.: . ... .: ST1.5x8 ST p = 3x6 � 3.00 12 5x6 7-1-8 12.3-1 12 -0 19-10=0 : 26.2.0 26 -5 32-6-8 39.8-0 7-1-8 S•1-9 0- -15 7-4-0.. :. 6-4-0 .. Or 5 6-3-3 7-1-8 .Plate Offsets (X,Y)=- [2:0-0-10,Edge], [3:0-3-0,0-2-0], [4:0-3-8,071-8], [7:0-3-0,0-3-0], [8:0-3-8,072-8]; [9.0-4-0,0-2-8],.[10;0-4,-7,Edge],[12:0=8 0,0 0: 8],113:0-3-8,0-3-01, [1 6:0-3-8,0.3.0],[17:0-5 8,0-0-8] ' LOADING (psf) .: SPACING- : : 2-0-0 CSI. ..:.: DEFL: in.: (loc) I/deft Ud : . .:.: PLATES 'GRIP.:.: TCLL 20:0 '. Plate Grip 'DOL' '. ':1.25 TIC 6.86 : Vert(LL).'.' 0.24:14-16 >709 240." MT20 "..' 244/190 TCDL 7.0 Lumber DOL:.: . '1.25 BC-.. U7' Vert(CT):. " -0.27 14-16 >635 1815 BCLL: 0.0 Rep Stress Incr NO WB 0.94 H;orz(CT) 0.07 10 , n/a : n/a BCDC 10.0 Code'FBC2020/TPI2014' Matrix-SH -' WeighY:'1791b FT=20% LUMBER- BRACING- ' TOP CHORD 2x4_SP No.2 `Except TOP CHORD :Structural wood sheathing directly applied or 3-2-6'oc purl'ins. 7-9: 2x4 SP No.i BOT. CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. - BOTCHORD 2x4 SP No.2.' • , WEBS 1 Row. at:rliidpt 8-12 . WEBS 2x4 SP No.3 WEDGE . Right: 2x4 SP.No.3: . REACTIONS. All bearings 0-8-0 except (jt=length) 16=0-4-0, 13=0-4-0. Max orz:2=-171 LC 6 Max Uplift : All uplift 100 lb or less at joint(s) except 2=-362(LC 8), 10=-445(LC'8), 16=-1709(LC 8); 13=-1849(LC 8) Max Grav All reactions 260 Ib or less at joint(s) except 2=602(LC 1), 10=700(LC 1),. 16=2275(LC 1); .1:3=2378(LC 1) j. (lb) -Max. Cbrrip:/Ma1i., Ten. -All forces 25.0 (lb) or less except when shown'. CHORD 2-3=-1151/341,3-4=-933/356,4-5=-632/1043;5=6=-775/1231,6-7=-775/1231," '7.6=-706/1076, 8-9=-1294/649,'9-10=-1549/671 p. BOT CHORD 2-17=-205/984, 16-17=•1043/843; 14-16=-548/221, 13-14=-465%179, 12-13=-1077/936, 10-12=-455/1346. . WEBS 3-17=7147/318, 4-16— 1312/942, 5-16- 1420/1,451, 5-14=-610/696,.6-14=-420/437, 7-14= 761[737,'7-13=-1411/1476, 8-13=-1431/1132, 9-12= 46/367, 4=17=-1025/2111, 8-12= 1408/2480 . . NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft;'eave=5ft; Cat. ll;'Exp C; Encl., GCpi=0AB; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1..60 3) Building Designer/ Project engineer responsible for verifying applied: roof live load shown covers rairi loadirtg requirements specific to the use of this truss component. " " " " " . 4) Provide adequate' drainage to prevent water-ponding. 5) This truss has been designed fora 10.0 psf bottom chord'live load nonconcurrent with any.other live loads. 6) ' This truss has been designed for a live load of 20.0p6f on thebottom chord in all:areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit betwernen the bottochord'and.anyother members. " 7) Bearing at join 7) 10 considers parallel to;grain value using ANSI/TPI :1 ;angle to grain formula. Building; designer should verify " Joaquin Vale; PE No;68182 capacity of bearing surface. :. MiTek USA; Inc, FL Cert 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 362 lb uplift at joint 2, 445 lb uplift at joint 10, 1709 lb uplift.at joiat.l6:and 1849 lb uplift at joint.l3:.: ' 6904 Parke East Blvd. Tampa FL 33610. .9) Load case(s) 4, 5, 6, 7; 8; 9, 10, 11, 13, 14, 15, 16 has/have.been modified. Building designer must review loads to.verify that they Date: are correct f. . ...intended use of this truss...:.: AUgUSt 10,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: - Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and'is'tot an individual building component, not wt . A truss system. Before use, the building designer must verify the. applicability of design parameters and property incorporate this design -into the overall 'building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members only. Additional temporary and permanent bracing. MiTek• is always required for stability and to prevent collapse With possible personal Injury and prop art y damage. For general guidance regarding the _ . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Duality Criteria, DSB49 and BCSI Building Component Safety I.nformat ion, available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. .. 6904 Parke East Blvd. Tampa, FL *36610 Job p., Truss Truss Type Pity Ply 1820 D 3CAR. BLK NO HS ". T24980470 2866194 A08 . .:.: SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL);'. Plant City, FL = 33567, ' : 8.430 S Jun 2.2021 Mi I ek Industries, Inc. I ue Aug 10 10:55:55 2021 Page 2.. ' ID: 193QGWBBpX3jRl87ze0m7k 5?ad-VQupJhpGmj7Y4MgM7IAo6OgXbJOLBAH?FT.9LgoypGno NOTES-. 10) Hang"er(s)• or other connection device(s);shall be provided sufficient to suppoft concentrated loads) 175 Ib'down and 159 Ib up at; 7-0-0,'111 Ib down and 197 lb. up at, •9-0-12, 111 Ib down and 197 Ib tip at 11-0-12, 111 Ib down and 197 Ib up at 13-0-12, .111 Ib down and 197 Ib up, at .15-0-12, 111 Ib down and •l97: Ib up at 17-0-12, 111 " ..lb down and 197 Ib up.at' lM-'12, 111 Ib down and 1971 b 'up at 20-7-4, 111 Ib down and 197 Ib up at 22-7-4; 111. Ib down and 197 Ib up at'24.7-4,-111 Ib down and 197 .. .' Ib up at 26-7-4, 111 Ib down -and 197 Ib up at 28-7-4;.and 111-lb down and 197 Ib up: at 304-4, and 1751b down:and 356 Ib up at 32-8-0 on top chord, and 353 Ib down : .. . and 128 Ib up.at 7-1-12, 92 Ib down at 9-0-12;.92 Ib down at 11-0.12, 92.Iti down at 13-0-12, 92:115 down: at 15-0-12, 92 Ib down at.17-0-12, 92 Ib down at 19-0-12; 92 Ib down at 20-7-4, 92 lb down at 22-74; 92 lb: down at 24-7-4, 92 Ib down at 26-7-4, 92 Ib down at 28-7=4, and 92 lb down at 30-7-4, and 353 lb down and 128 Ili Lip 'At 32-6-4 on bottom chord.. The design/selection'of such, connection device(s) is the responsibility of bthers: ' 1)'In the LOAD CASE(§) section; loads applied to the face:of the truss are noted as front (F) or back (B).q. LOAD CASES) Standard: 1) Dead + Roof Live:(balanced): Lumber Increase=1.25, Plate Increase=.1.25 .:. Uniform Loads:(plf) Vert: 1-3= 54, 3-9- 54, 9-11=-54; 2-17=-20; 12-17=-20,_10-12=-20 Concentrated Loads (Ib) Vert:3=-175(B).7=-1.1.1(B) 9= 175(B) 17=-330(B)15=-46(B)12=-330(B)18=-111(B)19=-111(B) 20=-111(B) 22=-111(B)23=-111(B)24=-111(B)'25= 111(B) 26=-1.11(B) 21=-111(B) 28=-111(B) 29_ 111(B) 30=-46(B)'31=46(B).32=-46(B) 33=-46(B).34=-46(B) 35=-46(B) 36=46(B) 37= 46(B) 38=-46(B) 39=46(B) . . 40=-46(B). 4) Dead+:0;6:MWFRS Wind (Pos. Intemal):Left: Lumber Increase=1:60;.Plate.Increase=1.60 . . . Uniform Loads (plf) ' Vert: 1-2=42, 2-3=13;3=21=45, 21-28=26, 9-28=16, 9=10=31, 10-11=21, 2-17==10,16-17=-10, 13-16=49(17=59); 12 13=-10, 10-12- 10- "' Horz: 1-2=-50; 2-3=-22, 9.10=39, 10-11=29 : Diag:-3-4= 0, 8-28=0, 9-28=0 Concentrated Loads (lb) Vert: 3=130(B)7=1,56(B)9=257(B)17=108(B)15= 23(B)12=108(B)18=136(B),19=136(B)20=136(B)22=156(B)23=156(B)24=156(B)25=156(B)26=156(B) 27=156(B) 28=156(B) 29=165(B) 30=-23(B) 31=-23(B).32=-23(B) 33=-23(B),34==23(B) 35=-23(B) 36=-23(B) 37==23(B) 38=-23(B) 39=-23(p) 40=;23(B) 5) Dead + 0.6 MW FRS Wind (Pos, Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 : Uniform Loads (plf) . . Vert:'1-2=21, 2-3=31, 3-19=16, 8-19=26; 8-9=45, 9-10=13, 10-11=42,.2-17=-10, 16-17=-10,.13=16=49(F=59), 12-13=-i0; 70-12= 10 Horz: i-2=-29, 2-3=-39, 9-10=22, 10-11=50 Drag: 3-19=-0, 4-19=-0,: 879=0 Concentrated Loads (lb) Vert: 3=159(B) 7=156(B) 9=246(B) 17=108(B):15=-23(B) 12=108(B) 18=165(B) 19=156(B) 20=156(B) 22=156(B) 23=156(B) 24=156(B) 25=156(B) 26=156(B) 27=1 36(B) 28=1 36(B) 29=136(B) 30=-23(B)31=-23(B)32=-23(8)3&z 23(B) 34= 23(B)35=-23(B).36=-23(B) 37= 23(B)38= 23(B).39=-23(B)46=-23(B) 6) Dead +.0:6-MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60,.Plate'Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-3=-36; 3-9= 16, 9-10=5, 1041=15; 2-17=-20, 16-17=-20,13-16=39(F=59), 12-13=-20, 10-12=-20: Horz:1-2=12;2=3=22;9=10=19,10-11=29 Concentrated Loads (lb) " Vert:.3=54(B)7=197(B)9=315(B)17=128(B)15=-13(B)12=128(B).18=197(B)19=197(B)20=197(B):22=197(B)23=197(B)24=197(B)25=197(B)26=197(B). 27=197(B) 28=197(B) 29=197(B) 30=-13(B) 31=-13(B) 32=-13(8) 33=-13(B) 34=-13(B) 35- 13(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40- 13(B) 7) Dead +0:6:MWFRS Wind (Neg. lnternal) Right Lumber Increase=1.60; Plate Increase=1.60 . Uniform Loads (plf) . Vert: 1-2=15, 2=3=5, 3-9=-16, 9-10= 36, 10-11=-26, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10'-12= 20 • Horz: 1-2= 29; 2-3=-19, 9-10=-22,10-11=-12 Concentrated Loads (lb) Vert: 3=54(B)7=197(B) 9=356(B) 17=128(B) 15=-13(B)12=128(B).18=197(B)19=197(B).20=197(B).22=197(B)23=197(B).24=197(B)25=197(B)26=197(B). ' 27=197(B) 28=197(B) 29=197(B) 30=-13(B) 31=713(B).32=-13(B) 33=-13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=713(B) 38=-13(B) 39- 13(B) 40=-13(B) 8) Dead +0.6 MWFRS,Wind (Pos: Intemal) 1st Parallel.::Luniber Increase=1.60, Plate1ncrdasd=1.60 Uniform Loads (plf) _ Vert: 1-2=74, 2-3=45, 3-9=45, 9=10=45,•10-11=74, 2-17=-10, 16=17==10, 13-16=49(F=59), 12-13= 10; 10-12=-10 Horz:'1.2=-82, 2-3=-54, 9-10=54; 1Oil 1=82 .7 Drag:'3-4=-0, 8-9=0 Concentrated Loads (lb) Vert:3=130(B)7=136(B)9=214(B)17=108(B)�15==23:(B)12=108(B)18=136(B)19=136(B)20=136(B)22=136(B)23=136(B) 24=136(B) 25=136(B)26=136(B)27=136(B)'28=136(B)'29=136(B)30=-23(B) 31==28(B),32=-23(B)33=-23(B)34=-23(B) 35=-23(B):36=-23(B) 37=-23(B) 38=-23(B) 39=-23(B) 40=-23(B) 9) Dead +-0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60; Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45,.2-3=16, 3-9=16, 9-10=16, 10-11=45; 2717- 10, 16-17=-10,.13-16=4.9(17=59), 12-13=-10, 10-12=-10 ; Horz: 1-2= 53; 2-3= 25, 9710=25, 10-11=53 Drag:.3-4=-0, 8-9=0 Concentrated Loads (lb) Vert: 3=116(B) 7=165(B) 9=271(B) 17=108(B) 15=-23(B) 12=.108(B) 18=165(B) 19=165(B) 20=165(B) 22=165(B) 23=165(B) .. ' .. 24=165(B) 25=.165(B) 26=165(8) 27=165(B)28=165(B):29=165(B)30=-23(B)31= 23(B) 32=-23(B) 33=623(B)34=-23(B) 35= 23(B) 36=-23(B) 37=-23(B) 38=-23(B) 39=23(B) 40= 23(B) .: 10) Dead + 0.6 MWFRS' Wind (Neg: Internal) 1st Parallel;,Lumb& Increase=1.60, Plate, Increase=1.60 Uniform Loads (plf) 3-9- 16, 9'-10= 16, 10-11=-5, 2-17=-20; 16-17=-20, 13-16=39(F=59); 12=13=-20, 10-12=-20 .. :Horz:1-2=-9, 2-3=2, 9-10- 2,:10-11=9 Concentrated Loads (Ib) Vert: 3=72(B)7--197(B)9=335(B)17=128(B)15=-13(B)12=128(B)18=197(B)19=.1.97(B)20=197(B)92=197(B)23=197(B) 24=197(B) 25=197(B) 26=197(B) 27=197(B)28=197(B) 29=197(B)30=-13(B) 31=-13(B) 32=-13(B)33=-13(B)34=-13(B). . ' 35=-13(B) 36- 13(B) 37=-13(B).38==13(B) 39=-13(B) 40,=-13(B);•::: 11) Dead+6.6 MWFRS Wind (Nag. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1-60' .,& WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev.5/19/2020 BEFORE USE:.:- , ' • • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown; and 'Is_for an Individual building component, not• A truss system. Before use, the building designer must verifytlie, applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web, and/or, chord members -only. Additional temporary, and permanent' bracing, " MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see, , ANSUTPI1 Quality Criteria, DSB49 and BCSI Building Component, 6904 Parke'East Blvd: Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. ' :. .. :. Tampa, FL'36619 ' Job Truss Truss Type " City • ; • Ply 1820 D 3CAR. ELK, NO HS T 24980470 28661.94 A08 . .: SPECIAL.:. ... 1 1 . . :. . ..'. .:. .... .:.. Job Reference (optional)' t3unaers mrstJource (mant tatty, t-L); :. mant Lolly, t-L - 33bbf, :. .. :. 8.43U S Jun 2.2U21 mi I eK Industnes, Inc. .I Ue AUg 10 10:55:55 2021 'Naga 3.. ' :. . I D:193QG W BBp.X3j Rl87ze0m7kz5?ad-VQupJhpGmj7Y4MgM71Ao6CgXbJOLBAH? FT9LgoypGno LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-5,2=3=-16; 3-9=-16, 9-10=-16, 10=11=-5,'2-17=-20, 16-17=-20, 13.16=39(F=59), 12-13=-20, .10-12= 20 Horz: 1-2=-9; 2-3=2, 9-10=-2, 10-11=9 Concentrafed,Loads (lb) Verti3=72(B)7=197(B)9=335(B)17=128(B)15=-13(B)12=128(B)18=197(B)19=197(B)20=197(B)22=197(B)23=1.97(B)24=197(B)25=197(B)26=197(B) 27=197(B) 28=197(B) 29=197(B) 30=-13(B) 31=-13(B) 32=-13(B)'33=-13(B) 34=-13(B) 35=-13(B) 36=-13(,B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) - 13) Dead + 0.75 Roof Live (bal.) 4- 0:75(0.6 MW FRS Wind (Neg: lnt) Left): Lumber Increase=1.60, Plate Increase=1.60 ' . Uniform Loads If Vert: 1-2=-53, 2 3=-61, 3-9- 45, 9-10= 30, 10-11=-22, 2-17=20116A7=-20; 13-16=24(F=44), 12-13=-20, 10-12=-20 . Hortr 1r2=9, 2-3=17, 9-10=.14, 10-11.=22 Concentrated. Loads (lb) Vert: 3=-19(B) 7=145(B) 9=232(B) 17=76(B) 15=-13(B) 12=76(B) 18=145(B) 1,9=145(B) 20=145(B) 22=145(B) 23=.145(B) 24=145(B) 25=145(B), 26=145(B) 27=145(B) 28=145(B) 29=145(B) 30= 13(B)-31==13(B) 32=-13(B) 33=-13(B) 34==13(91) 35= 13(B) 36=-13(B) 37=-18(B) 38=-13(B) 39==13(B):40=-13(B) 14) Dead +0.75 Roof Live (be].).+0.75(0.6 MWFRS Wind (Neg.'Int) Right): Lumber Increase=1:60, Plate Increase1.60 .. ':. Uniform Loads (plf) Vert: 1-2=-22, 2-3= 30, 3-9=45; 9-10=-61, 10-11=-53, 2-17=-20,16-17=-20, 13-16=24(F=44),'12-1:3=20, 10-12=-20 Horz: 1-2=-22, 2-3=-14, 9-10=47,10-11=-9 Concentrated Loads (Ib) Vert: 3= 19(B)7=145(B)9=262(B)17=76(B)15=-13(B)12=76(B)18=145(B)19=145(B)20=145(B)22=145(B)23=145(B)24=145(B)25=1'45(B)'.26=145(B) 27=145(B) 28=145(B) 29=145(B) 30=-13(B) 3.1- 13(B) 32=-13(B) 33=-13(B) 34� 13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B)-40=-13(B) 15) Dead+0.75'Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):. Lumber Increase=1..60; Plate:Increase=1.60 Uniform Loans (tiff) Vert; 1-2=-37, 2-3=45, 3-9=-45; 9=10=-45, 10-11=-37,.2-17=-20, 16-17=-20,,13-16=24(F=44), 12-13=-20, 10-12=-20 Horz: 1-2=-7, 2-3=1:, 9=10- 1, 10-11=7 Concentrated Loads ([by. Vert: 3=-5(B)7=145(B)9=247(B)17=76(B)15=-13(B)12=76(B)18=145(B)19=145(B)20=145(B)22=145(B)23=145(B)24=145(B)25=145(B)26=145(B) 27=145(B) 28=145(B) 29=145(B) 30= 13(B) 31=-13(B) 32=-13(B) 33=-13(B) 34=-13(B) 35=,13(B):36=-13(B) 37=-13(B)38==13(B) 39- 13(B) 40=-13(B) . 16) Dead + 0.75.Ro6f Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2rld Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (P fl I . Vert: 1-2=-37; 2-3=-45',3 9=-45, 9-10=-45; 10-11==37; 2-17- 20, 16-17- 20,.13-16=24(F=44), 12-13=-20; 10=12- 20 Horz: 1-2=-7, 2-3=1., 9=10=-1, 10-11=7 Concentrated Loads (lb) Vert: 3=•5(B)7=145(B) 9=247(B) 17=76(B) 15=-13(B)12=76(B) 18=145(B)19=145(B) 20=145(B)22=145(B)23=145(B)'24=145(B)25=145(B) 26=145(B) 27=145(B) 28=145(B) 29=145(13) 30=-13(B) 31=-13(B) 32- 13(B)-33=-13(B) 34=-13(B) 35=,13(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) - . .� WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: Design valid for use only with MiTekiD connectors. This design is based only upon parameters shown, and 'is'fot an Individual building componerit,.not • - �• .. . a truss system. Before use, the building designer must verify the applicability of design parameters and propedyjncorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or. chord members only. Additional temporary, and permanent.wbracing p MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabricatioP, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite.203 Waldorf, MD 20601 6904 Parke East Blvd: ' Tampa, FL36610 Job Truss Truss Type city Ply 1820 D 3CAR. ELK NO HS :. T24980471 2866194 A09 . .: SPECIAL:.: 1 1 ..... Jbti Reference (optional) tiunaers mrstbource (flan[ Glty, I-Lj, flan Gny, M - 33bb/, - - - - - 6.4Ju S JUn zzuzi MI i eK maustneS, Inc. i ue Aug 1 u iu:bb:bb 2u21 -rage 1 - I D:193GGW BBpX3j R187zeOm7kz5?ad-_cRBX1 quX1 FPhW PYhThl ebDhlj LewgLBT7vuD EypGnn t1_4-q.:.' g_g-p 13-0-0 19-10-023-10-0 ; 26-8-0 , 31-0-0 33-0-0•,:• 39-8.0 4-0 1-4-0 6-8-0 6-4-0 6-10.0. 2- 2-10-0 .. 2-1.0.6 4.4-0 2-0-0. 6-8-0 1-4-0 :. Scale'= 1:76.6 .. B•8-U .. .,. 15;1-5 .:. 24-0-11 26.8-0 31-0-0 .. 39-8-0 .. .. .. . 8.8-0 6-11-5 ': 8-5-6 2 7-5 4 4.0 B-8-0 Plate Offsets (X,Y)=- [2:0-5-9,Edgel, [3:0=3-0,0-3-01, [4:0-3-8,0-2-01, [7:0=3-0,Edgel, [8:0-3-8,0-0-01, [10:0-3-0,0-3-01, [11:0-5-9,Edgel LOADING (pso p SPACING- 2-0-0 CSI. DEFL. in (loc) . I/deft: Ud PLATES:GRIP TCLL 20.0 . .: Plate Grip DOL: :.1.25 TC 0.89:.: Vert(LL). : 0.55.15-17 >848 240 MT20 244/1,90 TCDL 7:0 Lumber DOL- 1.25 BC . 0:93': Vert(CT)-0.90:15-17 >521 180 BCLL :0:0 Rep Stress:Incr YES WB..: 0:76' Horz(CT) . 0.57 . 11 n/a n/a . BCD.L 10.0 Code: FBC2020/TPI2014 Matrix-SH Weight::207 lb FT 20% LUMBER- " " BRACING- TOP CHORD 2x4 SP No.2 `Except TOP CHORD. .':'Structural wood sheathing directly applied. Except: 34,6-10: 2x4 SP M 31, .1-3,10-12: 2x4 SP No.i " ' 1 Row at midpt 6-8 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc, bracing. 2-18,11713:,2z4 SP No.1 ..... WEBS 2x4 SP No.3 WEDGE - Left: 2x4 SR No:3', Right: 2x4 SP No.3 REACTIONS. (size) .2=0-8-0;.11=0-8-0 Max Holz :2=351:(LC 9) Max Uplift 2=-810,(LC 10), 11=-810(LC 10) : Max.Grav 2=1533(LC 1),:11=1533(LC 1) FORCES.: (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP; CHORD 2-3=-4720/2891; 3-4=-4465/2748, 4-5=-9921/1929, 5-6=-2908/1848, 6-8=72747/1725, 8-9=-3092/1920; 9710= 4489/2594, 10-1'1=4691/2667 BOT CHORD 2-18=-2503/4403,'17-18=-1451/2727, 15-17==1651/3095, 14-15= 1331/2738, 13-14=-1975/3908, 11-13=-2229/4190 WEBS 3-18=-279/338, 4-18=-969%1877, 4-17=-98/473, 5-17==332/223,5-15=-422/342, 8-15=-195/501, 8r14= 352/676, 9-14=-1317/724, 9-13=-564/1195 NOTES- .. . .. 1) Unbalancedroof:live loads have been considered for this design. 2) Wind: ASCE7=1; Vult=160mph (3-second gust)'Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.. .:.:. II; Exp'C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E): 1,4-0:to 2-7-10, Interior(1) 2-7-10 to:9-0-6, Extedor(2R) . . 9-.0,6 to 16-11-10, Interior(1) 16-1 i-10 to 21-0-7, Exte6or(2R).2.1:-0-7 to 23-10-0, Extedor(2E) 23-10-0 to 26-4-1, Intedor(1).26-4-1 to 37-0-6, Extedor(2E) 37-0,6 to 41-0-0 zone;C-C for members and forces & MWFRS. for reactions shown; Lumber DQL=1.60:plate grip . DOL=1.60 q. 3) Building -Designer./ Project engineer "responsible for verifying applied: roof live: load shown covers rain loading requirements specific to the use of this truss component. .. ' . .. ' ' "' 4) Provide adequate drainage to prevent water'ponding. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with eny.other live loads. 6) 'This truss has beeri:designed for a live load of 20'.0psf on tfie:bottom chord in all.areas wh e 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):2, 11 considers parallel to:g�ain value using ANSVTPI :1 :angle to grain formula. Building designer should verify: _ ": Joaquin Velei PE N6;68182 capacity of bearing surface. MITek USA, [nc, FL Cert 6 634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 810 lb uplift at joint 2 and 810 lb uplift at jolnt 11. . East Blvd. Ta 6904 Parke mpa FL 33610. 9).:Graphical pudin representation does not depict the s(ie'or the orientation of the pudin along the top and/or bottom chord.: :. Date: '. August 10,2021 .� WARNING -Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: ' . jDesign valid for use only with MITek® connectors. This design is based only upon parameters shown; and'is foi an individual building component, not ��• A truss system. Before use, the building designer must verify the, applicability of design parameters and propedy.incorporate this design into. the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or,chord members only. Additional temporary and permanent bracing NOW. is always required for stability and to prevent collapse With possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSI/rPll Quality Criteria, OSB49 and BCSI Building Component 6904 Parke East Blvd. ' Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 • :. ' . . .. ... Tampa, FL'36610 Job ; Truss p. Truss Type City. " ; Ply 1820 D 3CAR BLK NO HS T24980472 2866194 A10S :.: SPECIAL:.: 1 1 • • Job Reference (optional). " Builders First50urce (Plant Glty, FL);' . viant tatty, FL = 33567,.. :. ' . .. ' :. 8.43U S JUn 2 2U21 mi I eK industries, Inc. l ue Aug 1U 1U:55:58 zuzl ' Page 1 ID:193QGWBBpX3jR187zeOm7k?ad,w?Zxxir92eV7xgYxoukVk010sX1fOdNRxRO?H6ypGnl 1.4.0: 5-11-1'11-0-0 16t0-1'"19-0-0 22-9-15 2 -1D D ':'28-8-0 31-0-0 33-B=15' 39-8-0 1-4-0 5-11-1 5-0-15 5-10-1 2-1-15 3-9-15 " -1 - 4-10-0 2-4-0- 2-8-15 5-11-1 Scale '- 7 . - 1: 6.3. . 8 10x12 68.= 2x4 I 5x6.� . 25 4 5.' 7 26 6.00 12 4x4 .. 2P 23 6 1'1 2z4 � 21 2x4 II 2x4 3 12, o c. 24'. 20 �: :. 2 •19 1g 17 16 15:.: 14: 13 Io 0 1 8x10 = .... 4x8 =15x8 - 4x4 = 4x4 = 7x8 = -. Io.I" ST1.5x8.STP = ST1.- STP= 6x8 a 3.00 12 . .. 6x8'= .. .. 31-0-0 8-8-0 16-10-11 22-9-5 28-8-0 28- -12 39-8-0 8-8-0 -'"."' : 8-2-11 ..','. " : 5-10-115y10-11 0- 12 .. ... 2-2-4. Plate Offsets (X,Y)-- [2:0-5-9,Edge], [4:0=4=0,0-1-15], [7:0-4-0,0-4-8], [10:0-2-4,Edpe], [13:0-5-9;Edge]; [19:0-5-0,0-3-9] LOADING (psf) .. .. . ........ SPACING- 2-0-0 CSI. .. .... DEFL. in (loc);, I/de.fl: Ud PLATES: GRIP TCLL 20.0 . .:.: Plate Grip-DOL: .:.1.25 TC .0.92:. Vert(LL). : 0.61.16-18 >765 240 .:.: MT20 244/1.90: TCDL '7:0 Lumber DOL. 1.25 BC' 0.90 : Vert(CT) .--0.86:16-18 >543 160 BCLL 0:0 '. Rep Stresslncf ". YES WB .0.54 Horz(CT).": 0.5.4 13 rl/a n/a: BCD.L; 10.0 Code; FBC2020/TP12014' Matrix-SH Weight::246 lb FT = 20% BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD.". : Structural wood sheathing directly applied. Except: 4-7,7-10: 2x6 SP No.2 1 Row at midpt 7-10 BOT, CHORD 2x6 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied or 3-6-13 oc bracing. 2-19,13-14:_2z4 SP No.1 ...JOINTS 1 Brabe at Jt(s); 7 .. WEBS 2x4 SP No.3 " WEDGE. Left: 2x4 SP. No''-3 , Right: 2x4 SP No.3 REACTIONS.: (size) 13=0-8-0.,:2=0-8-0 Max Horz;2=345(l C 9) . . Max Uplift 13=-684(LC 10), 2=-812(LC 10) Max_Grav 13=1441(LC'1), 2=1535(LC 1) FORCES.: (lb) --Max. Camp./Max. Ten.:- All for ces-250 (lb) or less except when shown. TOP CHORD 2-3=-46B5/3102, 3-4=-4489/2926, 4-5=-4129/2830, 5-6=-4128/2829, 6-7=-3612/2512, 7-9=-3243/2255; 9-10=-3247/2258, 10-11=-3594/2387, 11-12=-4513/2860,' 12-13=-4681/3005, 6-8=-622/460, 8-10=-630/466' BOT CHORD . 2=19=-2730/4335, 18-19=-1959/3204, 16-18=-2254/3770, 15-16=-1815/3174, 14-15=-2280/3943, 13-14=-2609/4198 WEBS-3-19=-174/271, 4-19=-764/1476, 4-18=-624/1082, 5-18=-577/518, 7-18=-281/569, 7-16=7333/327, 8-9=-71/281, 10-15=-496/9.44;,10-16=-504/824, 11-14=-5.75/1033, 11-15=-1056/643 NOTES-. '. ..'. .: 1) Unbalanced roof -live loads have been considered for this design. ". .. ':. . . . .. ":. 2) Wind: ASCE 7-16; VuIt=160mph.(3-sec6nd gust) Vasd=124mph; TCOL=4.20sf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft;:eavea5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exferior(2E) -1-4-0 to 2-7-10; 'Interior(1) 2-7-10 to 7-0-6, Extedor(2R) . . 7-0-6 to 14-11-10, Interior 1) 14-11-10 to 19-10-6, Exterigr(2R)19-10-6 to 27-9-10; Interior(1) 27-9-10 to 35-4-6, Exterior(2E) 35-4-6 to 39-4-0 zone;C=C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip, DOL=1.60 3) Building. Designer% Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific " to the use of this truss component. 4) Piovide adequate drainage to prevent water ponding.: 5) This truss has been designed fora 10.0 psf bottom ohord live load noncoricurrent with any other live loads. 6)*This truss has been designed for a live.load of 20.0psf on the bottom chord in all areas where a_rectangle 3-6-0 Mall by 2-0=0 wide . 'a will fit bet n-the:bottom chord and any 6 het members. Joaquin Velei PE No;68182 7) Bearing at'joint(s):13, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MiTek USA; Inc. FL CeR 6634 capacity of bearing surface. 0Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding.684 lb uplift at joint.13 and'812 ib uplift 6904 Parke East Blvd. Tampa FL 33610. at -joint 2. .'Date;;; 9) Graphical puffin, representation'does not depict;the size or the orientation of the. purlin'along the top, and/or bottom chord. r :August 10,2021 ..A WARNING -Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown; and is for an Individual building component, not-' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall . building design. Bracing indicated is to prevent buckling of individual truss web_and/or.chord. membersnly. Additional temporary. and pennanent.bracing. A MiTek' - is always required for stability and to prevent collapse with possible personal injury and property�o damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ANS11TPIr Quality Criteria, DSB•89 and BCSI Building Component, 6904 Parke' East Blvd. Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL36610 Job .. . .. • :. Truss Truss Type " , : • _ Qty Ply 1820 D 3CAR BLK NO HS T24980473 2866194 A11S .:. ROOF SPECIAL 1 1' Jbti Reference (optional) ouneers nrsiouurce triani yny, M), .. riani uiy, rL - J3bb/ 0.43U s JUn Z.ZUZ 1 MI I eK Inousines, Iric, I Ue HUg 1 U 1 U:bb:0U ZUZI regal .. .. I D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-OB7J92snpyeLYz77MbFkGErAxwNQ6_gaA57YpZypGnk r1.4_a'.'.: 6 3 0 9 0=0' ',' 17-0-0 20-1-B 23.1%1 i.:.' 31-6-0 r 39 8 0 �1-4 00 .. 6-3-0 2-9-0 8-0-0 '. 3-1-8 3-8-8 7-8-0 8-2-0 Scale '= 1:71.9 5xt . .... 7 s. 2x4; 11: 5x6'— 6x8 _ . .. 6 23 6 .00 12 . 4 2 5x8 2x4 8 2021 3 18 24 m 0 17 14 16 9 c? 2 . . . . �. .'. Sx6 _ :15 :4x6la o 3x4 jl ST1.5x8 STP = 25 12 13 26 = 11 10 3x6 Sx6. "3x6 = '. 3.00 12 . 6x8 ..' .: B-8.0 '. .. ..:. 13-5-4 ... qn-1-A 7n-9-n .. ..'. .7A-R-a .. . .. .. AQ_R.n-- -LO.V-Y'V,VV-V . .. LOADING (psf) .. .. ... . .. SPACING- 2-0-0. _ I, L IL.U_J_O,V_J_VI ... .. CSI. .. ... ... DEFL. in (loc). . I/deft : Ud .. PLATES:. GRIP TCLL 20.0 . .:.: Plate GriDOL. p :.1.25 ' TC :0.96:.: _ Vert(LL).-0.26.10-12 >879 240 : . . .: MT20 244/190. TCDL .. 7:0 . "' Lumber DOL' . ' ' . ' '1.25 BC 0:93 Vert(CT) ' . -0.42' 2-16 >575 180 ' BCLL :0,0 " Rep Stress: [nor YES WB -: 0;92 Horz(CT) : -0.03' 12 n/a n/a BCDL; 10.0 Code; FBC2020/TP12014 Matrix-SH Weight::196 lb FT = 20 LUMBER- " BRACING- TOP CHORD '_2x4 SP No.2 TOP CHORD.'. : -Structural wood sheathing directly applied. BOT CHORD 2x4 'SP No.2 'Except' . " BOT CHORD :Rigid ceiling directly applied or 2-2-0 oc bracing.. Except:- . 6-12: 2x4 SP No.3,, 9-11: 2x4 SP No.i . 3-3c0 oc bracing: 12-14 -WEBS 2x4 SP No.3 , ; ; • WEBS 1 Rowat:midpt 7-12. REACTIONS. - (size) 2=0-8-0, 12=0-4-0, 9=Mechanical .Max.Horz 2=343(LC9). '. ..'.' '.' .... Max:Uplift 2=-502(LC 10),.12=-637(LC 10), 9=-362(LC,1.0) Max Gray.2=915(LQ 151, 12=1781(LC 15), 9=919(LC 16) w. FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD : 2-3=-2271/1421, 3-4==1988/1253, 4-5=-1267/858, 5=6= 234/289, 6-7=-193/361, 7=8=-1230/763, 8-9=1359/720 ' BOT CHORD: 2r16=-1212/2280, 15-16=c861/1812, 14-15=-459/748; 12714=-1004/701, 9-10=-507/1139 WEBS 3-16=-273/281, 47'16=-346/880, 4-15=-498/322,.5-15=-151/778, 5-14=-1037/793, . 7-12==684/295, 7-10=-492/1140, 8-10=-526/519; " ' .. ..... ' ' NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=1.60mph (3-sec6nd gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=45ff; L=40ft;.eave=5ft; Cat: II;; Exp C; Encl., GCp.i=0.18; MWFRS (directional) and C,G Exterior(2E) -1-4-0 to 2-7710, Int6d6r(1) 2-7-10 to 5-0-61.Exterior(21`1) 5-0-6 to 12-11-10, Interioe(1) 1:2-11-10 to 19-10-6, Ezterior(2R) 19-10-6 to 27-9-10, .Ihterior(1) 27-9-10 to 35-6-10;;Exterior(2E) 35-6-10 to 39-6-4 zone;C=C for members and forces &'MWFRS for reactions shown; -Lumber DOL=1 i60 plate_ grip DOL=1.60 3) Building:Designe.r % Project engineer responsible for verifying applied roof live: load shown covers rain loading requirements specific . to the use of this truss component. ' 4) Provide adequate drainage to prevent water ponding.. 5) This truss has been designed .for:a 10.0 psf bottom chord live load nonconcurrent with any' ny other live loads. 6) . This truss has been designed -fora live load of 20.0psf on the bottom chord in all'areas where a rectangle 3-6-0 :tall. by'2-0=0 wide will fit between the bottom chord and any dtherMembers, with BCDL.= 10.0psf; 7) Refer to girder(s) for truss to truss connections: : 8) Bearing at joint(s)'2 considers parallel to. grain. value using ANSI/T-PI 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 502 lb uplift at joint 2; 637 lb uplift at . joint 12 and 362 Lb uplift atjoirit Joaquin Velei PE'No,68182 MiTek USA; Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610. Data. August 1'0,2021 . .A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE. ' . Design valid for use only with MiTek® connectors. This design Is based only upon parameters showri, and is for an individual building component, ,not ' ��• . . :a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into. the overall building design. Bracing Indicated is to prevent buckling of individual truss web,and/or chord members only. Additional temporary, and permanent bracing, MITBK• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, .see. ANS//TPII Quality Criteria, DSB49 and SCSI Building Component � � , 6904 Parke'East Blvd: Safety Information. available from Truss Plate Institute, :2670Crain Highway, Suite 203 Waldorf, MD 20601 � - • � � , . Tampa, FL Job Truss Truss Type at • Ply 1820 D 3CAR. BLK. NO HS . T24980474 2866194 A24S .:.: ROOF SPECIAL GIRDER Job Reference (optional)' tlUlltlers t-irst50urce (hunt tatty, kL); : Plant tarty, t-L - 33567,- . : . .. :. 8.430 s Jun 2.2021 Mil ek Industries, Inc. :I ue Aug 10 10:56:01 2021 Page 1.. . ID:3xt?Yd6RbYnkOi68f6gfijjz4cnz-KaF4aktl LZuioHHWTOHCLfwZgk6SayZtdPcfuRypGni r1-4-q 7-0.0 9=2=2 ,' 12-8-0 15-0.0 ,17-1.13', 20-1-8 23-1%2, ', 30-1111 35-4-2 39.8-0 ' '•, 1-4-0 .. 7-0-0 2-2-2 3-5-14 2-4-0. . 2-.1-13. 2-11-11 3-8-8. .. 7-1-8 4-4-9 4-3-14 . Scale= 1:71.9 . . .... SXE, = .. 9 .. 4x4 II. .3x6 i Sx6. 5x8 3x4 5x6 — 3x4 I 7 — 8.00 12 . 6. . 10:. .. .. .. . 2x4 � 11 m co S? 1 2 23 22 21. .27 19 7x10. 18 co 4x4 — .. odi 6x8 = 4x8 I =.. 3x4 11 — Io 29 ST.1.5x8 STP= ... Bic12 = .. 7:. 16 28 3x6 = 15 14 13 — — — 1 _ _ 6 8 — 3x4 — 3x6 $x6 3x8 11 3.00 12 - x s. 7-1-8 9-10=0 11-8-0 15.9.4 20.1-8 20 2-0 26-7-2:. 33-7-10 39.8.0 7-1-8 2-8-8 1-10.0 ' 4.1-4 4-4-4 0- -8 6-5-2 6.0-6 Plate Offsets (X,Y)=- [2:0-1-15,1-2-131, [2:0-5-6,Edge), [3:0-6-0,0-2-8), [10:0-3=0,0-3-01, [20:0-3-0,0-4-01; [23:0-4-u-1-121 LOADING (psf) SPACING- 2-0-0, CSI. ..DEFL. in (loc) I/defl:. L/d PLATES:. GRIP TCLL 20.0 . .:.: Plate Grip'DOL: .. 1.25 TC ' .0.82:.Vert(LL). 0.22.: 22 >999 240 MT20 244/1,90: TCDL —..7:0 ' Lumber DOL :1.25 BC' .' 0:17 ' Vert(CT)' .' 40 8: 2-23 >738 180. -- BCLL :0:0 Rep Stress. Incr NO WB : 0:70 Horz(CT) ": -0.04 16 n/a n/a : BCDL: 10.0 ' Code: FBC2020/TPI2014 Matrix-SH Weight::230 lb FT = 20 :LUMBER- : :.: . : BRACING - TOP CHORD :2x4 SF No.2 *Except* TOP CHORD. 'Structural wood sheathing directly applied or 2-6-11 oc purlins. 1-3:.2x4 SP No.i BOT CHORD ..Rigid ceiling directly applied or 5-4-5 oc bracing.. Except: BOT. CHORD 2x4 SP No.2 *Except* 6-070 oc bracing: 16-18 2-23: 2x4 SP No.T,:5=21: 2x8 SP 240OF 2.0E WEBS 1 Row. at:rnidpt 9-16 18-20,8-16: 2x6 SP M 26 ' WEBS 2x4 SP No.3 WEDGE. . ...'.:. :. . Left: 2x4 SP. No.3. REACTIONS. (size)•_:2=0=8=0i:16=0-4-0, 12=Mechanical Max Horz 2=343(LC 7) Max Uplift 2= 653(LC 8), 16=-1001(LC 8), 12=-261(LC 8) .: . .. Max:Grav 2=1105(LC'17); .16=227:7(LC 2), 12=844(LC 14)' '" " .. ' . FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (Ili) or IesS except when shown. TOP. CHORD 2-3=-3071/1506, 3; 4=-2618/1415, 4=5=-2511/1392, 5-6=-2808/1538, 6-7=-660/465, 7-8=-345/1010,'8-9=-252/746, 9-10=-620/228; 10=11=-1319/417, 11=12= 1430/434 BOT CHORD . -2-23=-1258/2715, 22-23=-1233/2690, 21-22=-693/1402, 5-20=-253/253, 19-20=-542/1140,.' 16-18=-1089/660, 8-18=-342/263, 15-16=-273/233,.13-15=-161/862, 12-13= 319%1222 WEBS 3-23=-369/1116, 20-22=-547/1243, 6-20=-869/1842, 6-10=-1253/738, 7-19=-619/1332, 7-18=-997/562, 9-16= 1201/425, 10-15=-677/4.31; 10-13=-89/461, 9-15=-265/798 NOTES- 1) Unbalanced.roof:live loads have been considered for this design... .'. .. . ... .. . 2) Wind: ASIDE 7-16;.Vult=160mph (3-second gust). Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15fi; B=45ft; L=40ft; eave=5ft; Cat. .. .. II;:Exp C;'Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 .:.: 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water•ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcur(ent with any other live loads: 6) *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, with: BCDL = 10.Opsf. 71 e4. fer to girder(s) for truss to truss connections. 8) Bearing at.joint(s) 2 considers parallel to.grain value using ANSI/TPI 1 angle to.grain:fomiula. "Building, designer should Verify . capacity:of bearing surface. " Joaquin Valk PE N6.68182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 653 lb Uplift at joint 2, 1001 lb uplift at MiTek USA; Inc. FL Cart 6634 joint 16'and 261 Ib'uplift at joint 12. 6904 Parke East Blvd. Tampa FL 33610, ..10) .Hanger(s) or other connection device(s) shall be provided.sufficient to support concentrated.load(s) 153 lb down and.182 Jb up at 770-0, and 153 lb down.and.182 lb up at 9-0-12, and 153 lb down and 182 lb up of .11-0-12.On top chord, and 323 Ib down and 122 Date: 'Ib up at 7-1-8,.and 84 lb down at 9-0712; and:84 Ib down at 11-0-12 on bottom chord. The design/selection of such connection AUQUSt 10,2021 es onsibili of others. .. .' .:. .. .� WARNING -Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: . • Design valid for use only with MiTek® connectors. This design is based. only upon parameters shown,- and Is'for an individual building component,'not- ��• . �A truss system. Before use, the building designer must verify the, applicability of design parameters and propedy incorporate this design into the overall_ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary; and pennanent'bracog MOTeK• is always requited for stability and to prevent collapsewith possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, Aee - ' ANSUTPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke'East Blvd. ' Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. .. Tampa, FL *36610 Job — : Truss Truss Type City., Ply 1820 D 3CRR. BLK NO HS .. .. .. .. T24980474 2866194 A24S . .: ROOF SPECIAL GIRDER 1 .. .1 ' Jbfi Reference o tional .� WARNING -Verity design'parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE: ' - Design valid for use only with MITek® connectors. This design its based only upon parameters shown, -and Is foi an individual building component, .not' �• . • A truss system. Before use, the building designer must verify1he, applicablliry of design parameters and property incorporate this design Into the overall. building design. Bracing indicated is to prevent buckling of individual truss web, and/or. chord members only. Additional temporary, and permanent' bracing, ' MITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke'East Blvd: Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldojf, MD 20601 .. :. .. :. Tampa, FL'36610 Job Truss Truss Type City Ply 1820 D 3CAR BLK NO HS .T24980475 2866194 B01AS : ROOF SPECIAL .. . :. .. . ..'.'.:. - • Doti Reference (optional)' Builders FirstSource (Plant City, FL);: Plant City, FL = 33567,, 8.430 s Jun 2.2021 MiTek Industries, Inc. Tue.Aug 10 10:56:02 2021 Page 1.. I D:193QGW BBpX3j R167zeOm7kz5?ad-ompSn4uf6tOZPRsi l joRusSnj8N FJ L_Os3MCOuypGnh -1=4-0, 5-7-8 .. .:. 8-6 0 11-1% '.' 19_6_0'. .:.' P.7-8-0 1.4'0 5.7-8, .. ::' 2-10-8 3r4-0. ':. 7-8-0 .. :. 8.2-0 4x6 J .. Scale.= 1:56.0 6 6.00 FIT 2x4 l 1. 5. 14 2x4 \� 4 5x8 ... .. . 46 :.: " . .. 7 3 13: ... 2 15 it. 16 ... 12 17 18 .9 3ic10._ :.' 4x6. 8 Cj 0 ' 3x4 =. :.co 1 11 4 z4 - sxe — ST1.5x8 STP = 6z8 = . . .. . ... 7-10-0 :•- 8-Q 0 .. .'.'.:. 17-6-5 27.8.0. LOADING (psf) TCLL 20.0 . .:. TCDL 7:0 BCLL .0;0 `. BCDL_ 10.0 SPACING- 2-0-0. Plate Grip DOL: .:.1.25 Lumber DOL . 1.25 Rep Stress Incr 'YES Code; FBC2020/TP12014 : CSI. TC .0.61:: BC 0:99 : W B..: 0.95 Matrix-SH DEFL. in (loc): Udefl Ud Vert(LL). 0.30.: 2-12 >314 240 Vert(CT) -Q.0: 9-10 >560 180. HOrz(CT) . -0.02 10 n/a n/a ..PLATES. GRIP MT20 244/1,90: Weight::143lb FT=20% LUMBER- BRACING - TOP CHORD '2x4:SP No.1 TOP CHORD. .' : -Structural wood sheathing directly applied or 4-6-1:oc purlins: BOT CHORD 2x4:SP No.1 'Except' : BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing.: Except: :2-2-0 2-'12: 2x4 SP No.2,.5r10: 2x4 SP No.3 . - oc bracing: 10-12 WEBS 2x4SPNd.3,; _ WEBS 1 RoWat;midpt: 6-10,. :, ; " SLIDER Left 2x6 SP No.2.2-9-3 •: REACTIONS... (size) 2=0-4-0, 10=0=8-0, 8=Mechanical ' Max':Horz 2=306(LC 9) :.. Max Uplift.2=-465(LC 10), 10=-537(LG 10), 8=,-371(LC 10) • ...... Max Grav;2=417(LC 21), 10=1096(LC 2); 8=970(LC 16) FORCES. (lb) -.Max. Comp./Max. Ten. - All forces.250 (lb) or less except when shown. TOP CHORD' 2=4=-452/355, 4-5=-327/261, 5-6=-301/332, 6-7=-1346/793, 472/746 BOT CHORD: 2-12=-134/289, 10-12=-409/774, 9-10=-4/347, 8-9=-530/1240.' WEBS 6-10=-606/331,.6=9=-507/1139, 7-9=-528/537, 4-12=-264/403 NOTES- 1) Unbalanced roof:live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3- sec ond gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; Fi=15ft; B=45fi; L=40ft; eave=5ft; Cat. II;,Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-O'to 2-7-10, Interior(1) 2-7-16to 7-10-6,. Exterior(2R) 7-10-6 to 15-9-10, Interior(1) 15=9-10 to 23-6-10, Exterior(2E)23-6-10 to 27-6-4 zone; cantilever left exposed; porch left: • .. . psed;C-C for members and forces & MWFRS for:feactiohs shown; Lumber DOL=1,60.plate grip DOL=1.60. ;' ' 3 Buildin Desi ner,/ Project engineer res o risible for Verifying a lied roof live load shown covers rain loading re uieements specific 9. 9 1 9 P fY 9 PP 9. q P to the use of this:truss component. . 4) This truss has been designed for a 1 d.b psf bottom chord live load nonconcurrent with any other live loads. 5) `.This truss has been designed for a liv6 load of 20.Opsf on.the bottom chord in all -areas where a rectangle 3-6-0 tall by 2,0-0 wide will fit between the bottom chord and any other members, -with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 465 lb uplift at joint 2, 537 lb uplift at joint 10 and 371, lb uplift at joint 8. q. ........ ... Joaquin Velez PE No,68182 MITek USA, Inc. FL Cett6634 6904 Parke East Blvd. Tampa FL 33610. Data.:',: .... - August 10,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: Design valid for use only with MiTek® connectors. This design is based; only upon parameters shown; and'istoi an individual building component, pot .a truss system. Before use, the building designer must verify the, applicability of design parameters and propery.incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing n. - Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ANSI/TPII Duality Criteria, DSB49 and BCSI Building Component Safety Information, available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 :. ' . .. ' :. �� ... . _ �• .. IVI� MOW. lek•. 6904 Parke East Blvd. p Tampa, FL 36610 Job Truss Truss Type - _ Qty, Ply 1820 D 3CAR BLK NO HS .. . , T24980476 2866194 B01 BS.: ROOF SPECIAL . . .. . .:. Job Reference (optional) b.4JU s JUn z zuzl mi i eK inausmes, mC. :I ue Hug l u l u:ob:uz zr Uzl age 1 . . QG W BBpX3jR187zeOm7kz5lad-ompSn4uf6tOZPRsil joRusSI MBNQJTyOs3MCQuypGnh 7-8-0 - 8-2-0 Scale '= 1:52.9 :.' 14 5x8 C 6 . ' . . .:.: 15 LOADING Ps - 2-0-0 CSI. DEFL. in (loc): I/deft:- Ud PLATES:. GRIP " TCLL 20.0 . :.: Plate Grip DOL: .:.1.25 TIC:0.76:. Vert(LL).-0.23.: 8-9 >998 240 :. MT20 244/1.90. TCDL TO .' LumberDOL.1.25 ' BC'. OV:: Vert(CT) 0.45: 7-8 >514 "180 BCLL 0:0 '. Rep Stress:Incr YES WB..:0:44 Horz(CT)... 0.01 7 Na Na: BCDL: 10.0 Code: FBC2020/TP12014 a Matrix-SH :Weight::149 lb FT = 20% - :LUMBERBRACING- .. TOP CHORD 2x4 SP No.2 TOP CHORD--.-: -Structural wood sheathing directly applied or 4-5 7:od puriins: BOT CHORD 2x4.SP No.2 *Except* BOT CHORD .:Rigid ceiling directly applied or 2-2-0 oc bracing.. Except: 2-11 i 2x6 SP No.2,.4r9: 2x6 SP M 26 6-070 oc bracing: 9-1 f - WEBS 2x4SPNo.3.. ;:' WEBS 1 ROW at.rrjidPt 5-9,5-8 REACTIONS. (size) 9=0-4-0, 7=Mechanical " Max.Horz 9=307(LC9). .'.'. . Max.Uplift 9=-1226(LC 10), 7=-159(LC 10) Max Gray.9=17.18(LC 18), 7=742(LC 16) FORCES. (lb) - Max. Comp;/Max. Ten. - All forces 250 ob) or Ies's except when shown. TOP CHORD '-2-3=-1371/676, 3-4=-1476/808,.4.5=-875/580, 5-6=-846/199, 6-7=-971/154 BOT CHORD -2=11=-554/1379, 9-11=-608/1161; 4-11=-327/421, &9_ .197/733, 7-8— 24/796 WEBS 5-9=-1121/1261, 5-8=-562/1134, 6-8=-537/550, 3-11=302/375 NOTES- .. .. ... ........ ... 1)' Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-16;:Vult=160mph (3-second.gust) :Vasd=124mph; TCDL=4:2psf; BCDL=5.Opsf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp.C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 7-10 6, Exterior(2Fi) 7-.10-6 to-15-9-10, Intedor(l) 1519.10 io 23-6-10, Exterior(2E) 23-6-10 to 27-6-4 zone; .cantilever left exposed ;C-C for members and- foioes & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 .. . .. . ' 3) Building Designer /Project engineer responsible foryerifying applied roof live loadshdwn covers rain loading requiremerita specific to the use of this:truss component. 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.a11 areas where a -rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members,: with: BCDL = 10.OPsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection. (by others) of truss fo bearing plate capable of withstanding 1226 lb uplift at joint 9 and 159 lb uplift at joint 7.. ' ........ ... .. Joaquin Velez PENo;66192 • MITek USA; Inc, FL Cert6634 6904 Parke East Blvd. Tampa FL 33610. Datei August 10,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: . Design valid for use only with W6. 14 connectors. This design Is based only upon parameters shown., and Is for: an Individual building component, ;not: . • �a truss system. Before use,, the building designer must verify the. applicability of design parameters and properly Incorporate this design into the overall 'building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members -only. Additional temporary and permanent bracing, NOW ' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . _ fabrication, storage, delivery, erection and bracing of, trusses and truss systems, see, , , ANSUTPH Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd: ' Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite.203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1820 D 3CAR, BLK NO HS T24980477 28661:94 B01S .:.: COMMON.: :.: 1 1' . .. . ..'.'.:.' .'.'.:. Job Reference (optional) tsuuaers rtrsibource triani yiiy, i-. Li, .. riari ugly, i-L - sy5or,. ts.giju s uun z.zuzi mi i eK inausines, mc. i ue Hug i u i u:oo:ud zuzi rage i .. . . I D:193QG W BBpX3j R187ze0m7kz5?ad-GyNq?QvHtA8Qi bRubRJgQ4?yUYnf2o4A4j5myKypGng --1-4-0, 8-6.0 11-10 0.:. ..19-6-0' 27-8-0 1.4,0 8-6.G " . 3-4.0 . " . 7,8-0 .. B-2.0 . ... 4x6 =. .. Scale = 1:55.1.:. 4 6.00 12 4x4' l l " 3'd. 11 5x8 <� .. . ' 5 . . 10 m .. .. .. .. .. 2 12 9 . 13 7 3x4. T . 6x6. _. 6 0' . 8 - .. .. x. 7x10.= . ST1.5x8STP- 3x6 II .. . ..... . ....7.10-0 B fa 0 17-5-12 27=B=0 7-10-0 .. 0- -0 9-5-12 10-2-4 . Plate Offsets (X,Y)=- [2:0-0-4,Edge], [5c0-4=0,0-3-0], [9:0-6-4,Edge] -DEFL. in (loc) I/de.fl: Ud PLATES:. GRIP . LOADING (psf) SPACING- 2-0-0. _ CSI. .. :. TCLL 20.0 . Plate Grip DOL: .:.1.25 TIC :0.61:.: Vert(LL). 0.37.: 2-9 >255 240 MT20 244/1.90: TCDL .. 7:0 ' .' Lumber DOL- ' :1.25 BC'. 0:72 : Vert(CT) ' . " 0.31: 2-9 >298 "180 BCLL 0;0 ' . Rep Stress. Incr YES W B .: 0.89 Horz(CT) .: -0.0.1 8 n/a We: BCDL: 10.0 Code; FBC2020ITP12014 : Matrix-SH :Weight.:143 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SO No.1 TOP CHORD. : Structural wood sheathing directly applied or 5-4-9:oc puffins: BOT CHORD 2x4 SP No.1 *Except* BOT CHORD .:Rigid ceiling directly applied or 5-6-13 oc bracing.-- 2-9: 2x4 SP M.31, 3-8: 2ic4 SP No.2 WEBS 2x4 SP No.3 .... REACTIONS.. (size) 2=0-4-0, 8=0-8-0, 6=Mechanical . Max.Horz 2=31O(LC 9). ..' .' .:. Max:Uplift 2=-358(LC 10),.8=-689(LC 10), 6=-328(LC 10) . .. .. Max Gray.2=316(LQ 19), 8=11 (LC 1),,6=736(LQ 16) FORCES.(lb) Max. Cbm . /Max: Ten. -All forces 250 Ib or less except when shown, TOP CHORD = .2-3=-36/250, 4-5=-930/677,:5-6=-1075/650 BOT CHORD 8=9= 1068/1221, 3 9==422/481,'6=7=-445/885 WEBS 479- 740/41f,4-7=-481/84:1,5-7=-526/543 NOTES- 1) Unbalanced. roof live loads have been considered for this design. 2) Wind: ASCE.7-16;:Vult=160mph (3-second gust):Vasd=124mph; TCDL=4:2psf; BCDL=5.Opsf; h=15ft; B-45ft; L=40ft; eave=5ft; Cat.: II; Exp.C;'Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-01 2-7-10, Intedor(1) 2-7-10 to:7-10-6, Exterior(2.R)' " 7-.10-6 to 15-9-10, Interior(1.) 1579710 to 23-6-10, Exterior(2E) 23-6-10 to 27-6-4 zone; cantilever left exposed : porch.left ezposed;C-C for members 66d;f6rces & MWFRS for reactions, shown; Lumber DOL=.1.60;plate grip DOL=1.60 .. 3). Building Designer/ Project engineer responsible foryerjfying applied roof live load :shown covers rain loading requirements 'specific to the use of this:truss component. 4) This truss hasbeen 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,358 lb uplift at joint 2; 6.89 lb uplift at joint 8'end 328 lb uplift at joint 6. Joaquin Velez PE N6;68182 MiTek USA; Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610• .. ate: ... ... UgUSt 1, . .0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.:" ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and'is-foi an individual building component, not . �a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall. building design. Bracing indicated is to prevent buckling of individual truss web, and/or. chord members -only. Additional temporary and permanent bracing. NOW. ' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - - - ANS11TPI1 Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 ' . .. ' :. ' . .. :. Tampa, FL '36610 Job Truss Truss Type Qty- Ply 1820 D 3CAR BLK NO HS ".T24980478 2866194 B11S .:.: GABLE .... 1... 1 Jbti Reference (optional) • tounoers rlrsiaource triani yny, r. Lj, .. rlani uny, rL - JJoo/, . .. ts.4au s dun z.zyei ml I etc Inausines, Inc. 1 ue.Hag i u i u:oo:uo GUGI rage i .. . . ID:193QGWBBpX3jR1872eOm7kz5lad-DLUaP6xYP.oQBGubHisMBWV4DyLQ. Wk_TY].aslCypGne 14-0 8-6-0 10-4-0 11-10-013.4-p .. ...19_8-0 27-8.0 1-4-0 8-6-0 .1-10-0 ':1-6-0 1-6-0 6-2-0. 8.2-0 3x4. . Scale = 5 3x8 . 3x 10 6.00 F12 4x4 II ..: 2x4 II .:.7 1 11 2x4'II 124 JI 27 2ic4' 18 4 II 4 I 5x6 6 513 .. 7x10 - . .. .. M 4 3-0,0: 3 36 32 or m 2 At 4 "4x4' 37 . . 01 29 53x8.11 14 38 39 ' 40 2x4: 1 41 2x4 IF 2 T2x4x4' 16 o 5x12 i : :.. Bx12 . I I, 15 .: o 33 N: I� . d ST . - 2x4 x 5x8 _. 4 23 2E. .21 ' 20' 19 18 . 17 24 x8 11.3x4:— .:.' 1 5x9 STP ' 2x4; 11 2 4 11 2x4. 11 6x8 _ 2x4 II 2x4 I I .: — 7-10.0 8-0-0 10.4.0' 13-4-0 17-6-5 27-8=0 r 14lc.lJll.YCW t/ .l J-- tG.V'Y-Y,GUIJCJ, tJ.V-G-V,CUyC/, t'I J.V-J-V,V-J-YJ, t I V.V-J'O,CUV CJ, t l.7.V-G-O�CUUCJ, t I V.U-Y-V,VV-Vli ILO:V-V-V V-G-VJ sf) SPACING- 2-0-0. LOADING (p CSI. DEFL. in (loc) , I/defl : Lid PLATES' - GRIP TCLL 20.0 .. Plate Grip DOL:..:.1.25 TC :0.93:.. Vert(LL). : 0.27.17-18 >855 240 .: MT20 244/190. TCDL 7:0 LUmberDOL-. 1.25 BC' '6:95:' Vert(CT) .'-0.47:15-16 >497 180.' BCLL 0:0 Rep Stress:Incr NO WB... 0:74' - Horz(CT) 0.09 15 n/a n/a : ''. BCDL'; 10.0 Code: FBC2020,rrP12014 Matrix-SH Weight::220 lb 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 *Except* BOT CHORD p Rigid ceilingdirect) a lied or 10-0-0 oc bracing,' Except:.: Y PP 2-25,7-23: 2x6 SP No.2 '6-2710 oc bracing: 2-25 WEBS 2x4SPNo.3,; ;':,; . :: ; 6-6-8 oc. bracirig: OTHERS 2x4 SP No.3 . 6-0-0'0o bracing: 23-25 WEBS . 1 Row at midpt ... JOINTS .. ::1 Brace at Jt(s): 26, 29, 30, 32; 34, 35 REACTIONS.. .. (size) 2=0-3-8, 23=0 8-0, 15=Mechanical Max Horz.2=304(L•C: 9) : Max Uplift-2=-607(LC 10), 23=-456(LC 1.4-15=-391(LC 10) Max Gray 2=589(LC 1), 23=811(LC 1)',:15.=842(LC 16) FORCES... (lb) -'Max. Comp./Max. Ten..-. All forces 250 (lb) or less except when shown. TOP CHORD: 24=-996/1199, 3-5=-670/325; 5-6=-545/349, 6-7=-51:5/360,'7-8=-303/419, 10-11=-1228/943; 11-12=-1194/874, 12-13--1245/867, 13-15=-1390/862 . BOT CHORD 2-25==1006/924" 23-25=-273/627, 25-28==166/254, 7-28=-139/254,.22-23=-1'46/457, ' 21-22=-146/457; 20-21= 146/457,.19-20==146/457, 18-19— 146/457; 17=18=-146/457, 16-17=-146/457, 15-16=-647/1174 WEBS 16-33= 470/445, 13-33=-504/446; 21-34=-289/511, 8634=-269/498, 19-35=-351 /222; 10-35= 363/242, 8-.10= 613/593, 23-27=,871/427, 8-27=-938/472, 10-31=-651/1110. " 31-32=7575/940, 1.6-32=-554/944, 3-30 633/950, 29-30=-635/952,.28-29==635/952 NOTES- 1) Unbalanced.roof live loads have been considered for this design... . 2) Wind: ASCE 7-16;.VuIt=160mph (3-second gust).Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. .. .. II;.Exp C; Encl., GCpi=0.18; MW..FRS (directional) and C-C Exterior(2E)-2-0-0 to 1-11.10,.Interior(1) 1-11-10 to 7-10-6, Exterjor(2Ft} 7-10-6 to 15-10-0, Interior(1) 1:5-10-0 to 23-4-6, Exted6r(2E) 2374-6 to 27-4-0 zone;.oQrcli left exposed;C-C for members and forces . & MW FRS for reactions shown; Lumber DOL=1.60 plate grip.D'OL=1.60 3) Truss designed for: wind loads in the plane of theatruss only. For studs exposed to wind (normal to the face), see Standard Industry' Gable End Details as applicable, or'consult qualified building designer as perANSIfTPI 1. " .. .. 4) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading' requirements specific.: to: the use of this truss component. 5) Gable studs spaced 4t'2-0-0 oc.. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With ang'otner live loads. , 7) ' This truss has been designed for a Ijve load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : Joaquin Valk PE tdo;68182 will fit between the bottom chord and. any othermembers. MiTek USA; Inc, FL Ced 82 8) Refer to girder(s) for truss to truss. connections. 6904 t?a(ke East Blvd. Tampa FL 33610, • : '. 9} Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding,607 lb uplift at joint 2, 456.lb uplift at joint 23 and 391 Ib uplift at joint 1.5. Date:. :.:. August T0,2021 .� WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building component, 661. '• A truss system. Before use, the building designer must verify the applicability of design parameters and properly,incorporete this design into the overall, building design. Bracing Indicated is to prevent buckling of individual truss web.and/or.chord members -only. Additional temporary, and perrnanenrbracing. MITeK• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd, Safety Inlormation. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 . .... : , - . . .. ' .. Tampa, FL'36610 Job „ , Truss Truss Type Qty - ', Ply 1820 D 3CAR. BLK, NO HS :.T24980478 2866194 B11S GABLE 1 1 Job Reference (optional) .0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE... . Design valid for use only with MiTek® connectors. This design is based only upon parameters show6, and•is-foi an individual building component,;not: ��• . .a truss system. Before use, the building designer must verify the. applicability of design parameters and propedy incorporate this design into the overall. _ building design. Bracing indicated is to prevent buckling of individual truss web and/or.chord members only. Additional temporary, and permanent bracing. MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DS649 and SCSI Building Component • . 6904 Parke East Blvd: ' Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite.203 Waldorf, MD 20601 - . .. :. .. - :. Tampa, FL •36610 Job Truss Truss Type Qty Ply 1820 D 3CAR. BLK NCQ HS T24980479 2866.1.94 C1: .:.: JACK 4 1' Jbli Reference (optional)' • ' - • ' LOADING (psf) SPACING- 2-0-0 CSI. ( In loc Vdefl L/d DEFL. ); PLATES:. GRIP • :. TCLL 20.0 ..:.: Plate Grip DOL: 1.25 TC 0.25:.: Vert(LL).-0.00.: 2 >999 240 . NIT20 244/190:.: TCDL 7:0 .' LumberDOL.' 1.25 BC'. 0.01 : Vert(CT) -0.b0: 2 >999 180. BCLL :0:0 ' Rep Stress. Incr .'YES W B..: 0.00 HOrz(CT) 0.00. 3 n/a Na : BCDL: 10.0 Code' FBC2020/ P12014' Matrix-P Weight:'51b FT = 20% : LUMBER- BRACING- .. :. TOP CHORD -2x4 SO No.2 TOP CHORD. . ' : Structural wood sheathing directly applied or 0-11'-4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD .:Rigid ceiling directlyapplied or 10-0-0 oc bracing.. ..... (size). 3=Mechanical, 2=0-8 0, 4=Mech0,nical Max Horz 2=78_(LC 10) Max Uplift 3=-38(LC 1), 2=-213(1C 10) .. Max.Grav 3=75(LC 10), 2=169(LC.1), 4=17(LC 3) .. FORCES. (Ib) - Max. Comp./Max: Ten. - All forces 250 (Ib):or less. except when shown. ...: NOTES-. .. .. . . . .. .. 1) Wind: ASCE 7-16;:Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.: 11; Exp'C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces &'MWFRS for reactions. shown; Lumber DOL=1.60 plate grip DOL=1'.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to; the use of this truss conlponerjt. 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 fora live load of 20.Opsf on the bottom chord in'all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. " 0). Provide mechanical connection (by others) of truss, to bearing plate capable of withstanding:39 lb uplift at joint 3 and 213 14 uplift at joint 2. Joaquin Velez PE N6.68182 MiTek USA; Inc. FL Cel3 6634 6904 Parke East Blvd. Tampa FL 33610. ... ate:.: ... A ugust 10,2021 .� WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE'.: Design valid for use only. with MiTek® connectors. This design Is based only upon parameters shown; and is for an individual building component, ,not �• .. a truss system. Before use, the building designer must verify applicability of design parameters and properiy,incorporate this design into the overall. .. '. - building design. Bracing indicated is to prevent buckling of individual truss web and/or,chord, members only. Additional temporary, and permanent bracing. MITek� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see, • - - ANSI/lPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke'East Blvd. ' Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. • :. .. :. Tampa, FL '36610 - - Job Truss Truss Type Qty Ply 1820 D 3CAR_ BLK NO HS T24980480 2866194 C1 V . .:.: SPECIAL:.: 6 1 : .. . .. . ...' Job Reference (optional) Builders FirstSource (Plant City, FL);'. Plant City, FL : 33567,.. :. 8.430 s Jun 2.2021 MiTek Industries, Inc. Tue Aug 10 10:56:06 2021 Page 1. - I D:193QG W BBpX3j R187zeOm7kz5?ad=hX2zdSxAA5W_u2ATGZtN2idZel_TFMIcnhKQZfypGnd .. '. .... ..1-4-0 1-4-0 .. 0.11-4 Scale =1:7.6 :. ' 3. 6.00 12 o ..'. 0 :Iola .:. as .-. ':. .. ..... " 3.00 2 . A° ST1.5x8 STP- Plate Offsets -- - -7, ge LOADING (psf) .. ... ........ SPACING- 2 0-0. CSI. DEFL. In (loc) I/deft Ud . PLATES:. GRIP TCLL 20.0 Plate Grip'DOL: .:.1.25 TC ' 0.23:. Vert(LL). 0.00.. 2 >999 240 .:.: MT20 244/190:.: TCDL 7:0 Lumber DOL' . : :1.25 BC .' 0.01 . ' Vert(CT) -0.00 2 >999 180 ' BCLL :0;0 '. Rep Stress:Incr ". YES WB :0.00 Horz(CT).: 0.00 ' 3 n/a n/a: ". BCDL; 10.0 Code: FBC2020rrPI2014' : • Matrix-P Weight::5:lb FT = 20 LIUMBER- . . BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD.' .:'Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD 2x4:SP No.2 • ' " ' BOT CHORD .:Rigid ceiling directly applied or 10-0-0 oc bracing." REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical, : : . Max Hors 2=74(LC;10) Max Uplift 3=-38(LC 1), 2= 200(1C 10) Max Grav 3=63(LC 1O), 2=169(LC 1), 4=17(LC 3) FORCES.' (Iti) -Max. Comp./Max: Ten. -All forces 250.(Ib) or less except when shown. F. NOTES- 1) Wind: ASCE 7-16;:Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=401t; eave=5ft; Cat.: 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces &'MWFRS for reactions " "' shown;:LumberDOL=1.60 plate grip DOL=1'.60 " 2) Building Designer / Project engineer responsible for'verify'tng applied roof live load shown covers rain loading requirements. specific .. ..... to the use of this truss component. 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 othermembers. 5) Refer to girder(s) for truss to truss connections. . 6) bearing at joint(s) 2 Consider§•Parallel to grain value using ANSI/TPI 1 angle to grain forirfuN.: Building designer. should verify capacity of bearing surface. - 7) Provide mechanical connection (by others) of truss to bearing plate capable of.withstariding'38 lb uplift at joint 3 and 200 lb uplift at joint 2. .. .'.:.' . . Joaquin Velei PE No:68182 MiTek USA, pc, FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 ate::: August10,2021 .... .. ...... WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:. --::. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and'Is'foir an Individual building component,: not• ��• A truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall ' building design. Bracing indicated is to prevent buckling of Individual truss web and/or,chord members -only. Additional temporary. and permanent'bra cing, MITek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see • ' AN811TPII Duality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 • , Tampa, FL 36610 Job Truss Truss Type ' Qty : Ply 1820 D 3CAR BLK N . HS :. :. T24980481 2866194 C3: .:.: JACK _. 4 1 q. .. ' Jbli Reference (optional) euuaers rlrsl�ource trtanl ctry, r. Ll, . rianc any, rL - s oor,.. o.vou sou. XO16Sf W O . .:.. 'ID:3xt?Yd6RbYn 6ghjjz4cnz-9kcLgnyoxPer CIggH cbwAii9Ji_p?m?L3z65ypGnc .. . ..'... :.' -1-4.0 2-11-4.' 1-4.0 2-11-4:. ... . Scale = 1:12.7 . 3 . 9.00 FIT .. .. .. . .. . ... .. 2 2x4 .... '.... . . ..'... : 2.11-4. r .2-11-4:. Plate Offsets (X Y)=- 12:0-1-4 Edge] LOADING (psf) .. . .. SPACING- 2-0-0 ... CSI. .. ... . .. . ... DEFL. in (loc) I/defl: Ud ........ ... PLATES . GRIP TCLL 20.0 .:.: Plate Grip DOL: .:.1.25 TC 0.33:.: . Vert(LL).-0.00.: 2-4 >999 240 .:.: MT20 .244/190.: TCDL -.. 7.0 : Lumber DOL' ' :1.25 BC .' 0:07 : Vert(CT) ' -OA1: 2-4 >999 — 180 -- BCLL 0;0 ", Rep Stress, Incr YES WB, .: 0.00 Horz(CT) .: -0.00 3 n/a n/a BCDL 10.0 'Code: FBC202OfTP12014 a a Matrix-P q. Weight::12 lb FT = 20% :.: LUMBER-BRACING - TOP CHORD 2x4 SF No.2 TOP CHORD. .:'Structural wood sheathing directly applied or2-11-4 oc purlins. BOT CHORD 2x4.SP No.2 BOT CHORD '..Rigid ceiling directly applied or 10-0-0 oc bracing.- - ' REACTIONS. (size). :3=Mechanical, 2=0-8-0, 4=1VIechanical .. . .. . ... Max Hori'2=131.(LC 10) Max Uplift 3=-42(LC 7), 2=-191(LC 10) ' Max.Grav 3=55(LC 15), 2=214(LC 1), 4=51(LC 3) .. ' FORCES. (Ib) - Max. Comp./Max. Ten.:- All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16;:Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.: II; Exp C;-Encl., GCpi=0.18; MWFRS (directional) and C-C Extehor(2E)zone,-C-C for members and forces'&:MWFRS for reactions. - - shown; Lumber DOL=1.60 plate grip'DOL=1'.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirementi. specific to: the use of this truss component. 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 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. 5) Refer to girders) for truss to truss connections. 5) Provide mechanical connection.(by others) of truss. to bearing plate capable of withstanding.42 lb uplift at joint 3 and 191 111 uplift at .. joint 2. Joaquin Velez PE No,68182 MITek USA, Inc. FL Cert13634 6904 Parke East Blvd. Tampa FL 33610. .. Date:.: .. .. 10,2021 August s and S -Verify e r n READ NOTE ON THIS AND INCLUDED MITEK REFERENCE PAGEIMII-7473 rev. 5/19/2020 BEFORE USE:.: . .Q WARNINGonlyiwith Mimete Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,and'is for an Individual building component, not � � .. , A truss system. Before use, the building designer must verify the. applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web,and/or chord members -only. Additional temporary, and permanent bracing, �/At T - Idly lek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , , ANSI/fP11 Quality Criferia, DSB•89 and BCSI Building Component 6904 Parke East Blvd, Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldod, MD 20601 .. :. .. :. Tampa, FL '36610 Job Truss Truss Type r Qty Ply 1820 D 3CAR BLK NO HS .. :.T24980482 2666194 C3V . :.: SPECIAL:.: 6 1 . . .. .'.:.' . . . • Jbti Reference (optional) Plate Offsets (X 1)-- [2:0-3-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . I/deli: Ud PLATES'. GRIP TCLL 20.0. :. Plate'Grip'DOL: .:.1.25 TC :0.32:.: Vert(LL)=0.00.: 2-4 >999 240 ...: MT20 244/190.: TCDL —..7:0 LumberDOL :1.25 BC 0.07: Vert(CT) -0.01: 2-4 >999 180 BCLL 0;0 ' , Rep Stress Incr .YES WB, , ; 0:00 Horz(CT). - : -0.00 3 n/a n/a BCDL: 10.0 Code: FBC2020frP12014 Matrix-P Weight::12 lb FT = 20 ' - LUMBER-BRACING - TOP CHORD 2x4:SP No.2 TOP CHORD. : Structural wood sheathing directly applied or 2-11-4 oc puffins. BOT CHORD 2x4.SP No.2 .: BOT CHORD :Rigid ceiling diredtlyapplied or 10-0-0 oc bracing. REACTIONS. (size), 3=Mechanical, 2=0-8-0, 4=Mech0,nical ; Max Hori'P=128(LC.10) Max Uplift 3=-45(LC 7), 2=-187(LC 10) Max Grav 3=56(LC 15), 2=214(LC.1), 4=51(LC 3) .. . FORCES. (Ib) - Max. Comp./Max.: Ten.:- All forces 250.(Ib) or less excepf when shown. NOTES- 1) Wind: ASCE 7-16;:Vuft=160mph (3-second gust) Vasd=124mph; TCDL-4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.: 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)zone;C-C for members and forces &-MWFRS for reactions. . shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements: specific to: the use of this truss component. 3) This truss has been designed fora 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 othermembers. 5) Refer to girder(s) for truss to truss connections. 61. Bearing at joint(s) 2 considers -parallel to grain value using ANSVI-PI 1 angle to grain formula.: Building designer.should;verify 1.capacity of bearing surface. , 7 Provide mechanical connection b others. of truss td bearing late capable of_withstAndin 45 Ib u lift at'oint 3 and 187 lb u lift at (Y ) .... g P P g P j. P joint 2.. .. .. . .. . .:. ,. • ' fNiTek USA; inc, FL Cert 6634 6904 East Blvd Tampa a e ...August , 2021 ... .. .. . .. .. .. ... .. .. .© WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: __... .. .. Design valid for use only with MiTek® connectors. This design is based.only upon parameters shown; and'is for an Individual building component, .not: �- �A truss system. Before use, the building designer must verify the. applicability of design parameters and propedy incorporate this design into the overall. building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary. and permanent'bracing, MTek- is always required for stability and to prevent collapse -with possible personal injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ANSI/TPII Quality Criteria, DSB=99 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. • : ' . .. ' :. Tampa, FL 36610 " Job Truss Truss Type ' Qty Ply 1820 D 3CAR BILK. NO HS ' T24980483 2866194 C5: . .:.: JACK .. . ..'..... Job Reference (optional) b1Ultaers mrsibouree trtani Gay, t-Lt, .. mant GIIy, M - 3:7bd/, .. 0.43U s JUn Z-eyZI MI I eK InousIDes, Inc. i ue.mug i u i U:DO:Uo ZUZ i rage I . - ID:3xt?Yd6RbYnX016Sf6ghjjz4cnz-dwAj27zQijmi7MJs0_vr77igzZc6i GF.vE3pXeXypGnb 110 1-4-0 .4-11-4 .. . Scale=1:17.6 ' 3 6.00 _12 .. ... 2 .w. �• 4 . 1 d . 3x4 = ST1.5x8 STP = .. ... . � _411.4. .: 4-114 .. ':. Plate Offsets -- 2:0-1-4,0-0-2 LOADING (psf) ........ . ... SPACING- 2-0-0. CSI. DEFL. in (loc). . Udefi:. Ud PLATES . GRIP TCLL 20.0 . .:,: Plate Grip DOL: .:.1.25 TC :0.56:.: Vert(LL). :-0.03.: 2-4 >999 240 .:.: MT20 .244/190.: TCDL ..'7:0 ': LumberDOL.' '.' :1.25 BC 0:25: Vert(CT)'. -0.05: 2-4 >999 "180." ' BCLL 0;0 ' . Rep Stress: Incr 'YES W B..: 0.00 Horz(CT) .: -0.00 3 n/a n/a BCDL: 10.0 Code; FBC2020/TP12014 Matrix-P Weight::18 Ito FT = 20% LUMBER- BRACING- TOP CHORD ' 2x4 SP No.2 TOP CHORD.' . ' : Structural wood sheathing directly applied or 4-11-4 oc puriins. BOT CHORD 2x4.SP No.2 BOT CHORD .:Rigid ceiling directly applied'or 10-0-0 oc bracing.' REACTIONS. (size)- 3=Mechanical, 2=0-8-0, 4=Mechanical, .. ... Max Horz-2=184(LC, 10) Max Uplift 3=-113(LC 10), 2� 192(LC to) Max.Grav 3=132(LC 15), 2=27.7(LC 15), 4=91(LC 3). . ..' .'.:. FORCES. (lb) - Max. Comp./Max; Ten.'- All forces 250.(Ib) or less except when shown. NOTES- 1) Wind: ASIDE 7-16;:Vult=160mph (3-second gust) Vasd=124mph; TCDL-4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.: . 11; Exp'6;'Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces'&:MWFRS for reactions. ' shown; :Lumber DOL=1.60 plate grip DOL=1'.60 " 2) Building Designer / Project engipeer responsible for verifying applied roof live load shown covers rain loading requirements: specific to;the use of this truss component. "' .. ' ..... 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with Any other live loads. " 4) ` This truss hasteen designed fora live load o. 20.Opsf on the bottom chord in:all areas where a rectangle 3-6-0 tall by 2-0-0 wide . . ...... will fit between the bottom chord and any other.members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical conneotiori(by others) of truss. to bearing plate capable of withstanding.113 lb uplift at joint.3 and 192.1b uplift at joint 2. W. • Joaquin Win PE No,6 1 2 MiTek USA; Inc. FL Cert'6634 .. • EBlvd. 6904 Parke East Tampa FL 33610. Date':.: :.:August , . .® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: ' -Design valid for use only with MITek® connectors. This design, is based.ortly upon parameters shown,andis for an inbuilding component, .not . •�• �a truss system. Before use, the building designer must verify -the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or, chord members only. Additional temporary, and pennanerit bracing. -Meek• . is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see.. ANSIITP11 Quality Criteria, QSB49 and BCSI Building Component 6904 Parke East Blvd, Safety /n/ormation.available from Truss Plate Institute,:2670 Crain Highway, Suite.203 Waldorf, MD 20601 .. ' :. .. ' :. Tampa, FL '36610 Job Truss Truss Type ply Ply 1820 D 3CAR. BLK NO HS T24980484 2866194 C5V . .:.: SPECIAL .: 6 1 . ..'. .: . ..' ..'.' . .' :. .. ' Jbti Reference (optional) tiuuaers mrst�.ource imant terry, r-Lt, .. rlant testy, rL - :7J5b/, 6A3U S JUII L eUL 1 Iwl I UK II IUUJUlUb, II IU. 1 uv 11uly 1 u I u.au.0 G I rays I I ID:193QGWBBpX3jR87ze0m7kzS7ad-56k5FT_2TOuZIW 2 u xiQ4gLF?RyyJSjV2.T.fY4A_ypGna 110 4-11.4..'.'.:.' - 1=4-.0 4-1.1 4 . . .. ": Scale=1:17.6'.- 3 6.00 rl2 pr 2 q o 0 1 p• :.' .300 12 . 5x6 ST1.5x8 STP= ..... ..'..:.' Plate Offsets (X,Y) - [2:0-4-7,Edge) LOADING (pso SPACING- 2-0-0 . . CSI. ........ ... .DEFL. in (loc) I/deft: L/d .. .. . ... PLATES: GRIP TCLL 20.0 ...: Plate Grip DOL: .:.1.25 TC .0.58..: Vert(LL). -0.03.: 2-4 >999 240 .. MT20 .244/190.: TCDL 7:0 : Lumber DOL . :1.25 BC 0:25•: Vert(CT)-0.05: 2-4 >999 180 BCLL 0:0 `. Rep Stress Incr YES WB..: 0:00 Horz(CT) .: -0.00 3 n/a We BCDL: 10.0 'Code' FBC2020/TPI2014 Matrix-P Weight::18 lb FT = 20% LUMBER- .. .. :. BRACING - TOP CHORD '2x4SP No.2 TOP CHORD.,.,: Structural wood sheathing directly applied or 4-11-4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD ::Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size), 3=Mechanical, 2=0-8-0, 4=Mechanical . "" Max Horz'2 '182(LC 10) Max Uplift 3=-116(LC 10), 2=; 189(LC 10) .. ..Max Grav 3=133(LC 1.5), 2=276(LC 15), 4=91(LC 3)..b. FORCES. (lb) - Max. Comp./Max; Ten.'- All forces 250.(Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16;:Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.: .:.: II; Exp'C;'Encl., 00pi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces'&:MWFRS for reactions. shown;:Lumber DOL=1.60 plate grip DOL=1'.60 " 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown cojlers rain loading requirements: specific to: the use of this truss component. 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 fora live load of 20.Opsf on the bottom chord in:all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and. any other members. 5) Refer to girder(s) for truss to truss connections. 6), Bearing at joint(s) 2 corisiders parallel to grain value Using'ANSITfPI 1 angle to grain forrnula.: Building designer.shou(d:vefify capacity of bearing surf, ace. , ; :. " ' . .. .. .. :. :. " ' 7) Provide mechanical connection (by others) of truss to bearing plate capable of.withstanding' 116 lb uplift at joint 3 and 189 lb uplift at joint 2. .:. • • Joaquin Velez PE tdo,68182 Inc. . art Welk US*6634 A .. aaEstBlvd. Tampai FL 33610 . Date' a. q. August 10,2021 0WAparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 6/19/2020 BEFORE USE:. : FINING - Verify design P9 •Design valid for use only. with MiTek®connectors. This design Is based only' upon parameters shown; andisfot an individual building eomponeriq not • a truss system. Before use, the building designer must verify the applicability of design parameters and propedy_Incorporate this design into the overall. , . building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing _ /� MiTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke'East Blvd: ' Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 :. Tampa, FL36610 - Job Truss Truss Type t Oty Ply 1820 D 3CAR, BLK NO HS ' T2 4980 BS 2866194 DOTS .:.' COMMON:.: • Job Reference (optional)-' Builders FirstSource (Plant City, FL);: Plant City, FL = 33567,.. ' :. 8.430 s Jun 2.2021 MiTek Industries, Inc. Tue.Aug 10 10:56:09 2021 Page 1. . ID:1930GWBBpX3jR187ie0m7kz5?ad-56k5FT_2TOuZW I u2xiQ4gLFOhynaSg62TfY4A_ypGna y-q-0 . 5-8-6. ' . .:. .. .10-0:0 14-3-10 :. - 20-0-0 1; 4-0 .. 5,8,6 . .. 43-10 .:4-3-10 5-8-6 . . Scale=1:35.8 4x4 = 4 .. 6.00 F12 2x4 .10.2x4 9 3 5 . . . .... 8 .. 6 ' 2 ... c ... 1. Io c.: a 7 ST1.5x8 STP = 44 0. 4x4 Sx8 = 10-0-0 - _ 10-0-0 10-0-0' i Plate Offsets' (X Y)=- [7:0-4-0 0-3-4] .. ... ........ LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell:. Ud PLATES: GRIP TCLL 20.0 . .:.: Plate Grip'DOL: .1.25 TC :0.50:.: VertLL . :-0.1.8.: 6-7 >999 240 .:.: MT20 " . 244/190.: TCDL - , . TO . Lumber DOL' -- ' - .1.25 BC' .' 0:94 :' Vert(CT) '--0.38: 6-7 >617 180. - ' . ' BCLL 0:0 '. RepStress:Incr " YES WB.. 0:21 Horz(CT)..: 0.03 6 n/a n/a: " BCDL: 10.0 Code: FBC2020/TP12014 Matrix-SH Weight::87 lb FT = 20 . . . :.: LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. *.,:,Structural wood sheathing directly applied or 4-8-9:oc purlins: BOT CHORD 2x4.SP No.2 BOT CHORDbracing.. . . .:Rigid ceiling directly applied or 2-2-0 oc bracing. . WEBS 2x4 SP No.3 . REACTIONS. (size)";'6=Mechanical, 2=0-8-0 Max Hors 2=224(LC 9) Max.Uplift 6=-338(LC i 0),.2, 473(LC 10) Max.Grav 6=718(LC 1);.2=816(LC:1) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250:(Ib) or less except when shown:. TOP CHORD 2-3=-1152/920,•34=-890/737, 4-5=-893f741; 5-6= 1178/961 BOT CHORD 2-7=-687/1027, 6-7=-744/1012 .: WEBS 4-7t= 367/558, 5-7=-395/465, 3-7=-354/397 NOTES - I)' Unbalanced roof live"loans have been considered for this design. " ' " 2) Wind: ASCE 7-16;,Vult=160rftph (3-second gust)_Vasd=124mph; TCDL=4.2psf; BCDL=5.opsf; h=15ft; B=45ft; L=4011; eave=5ft; Cat." 11; Exp C; Encl., GCpi=0.18; MWFRS. (directional) and C-C Exterior(2E) 1=4=0 to 2-7-10, Interior(1) 2-7=10 to 6-0-6, Exterior(2R) 6-0-6 W 13-11-10; Interior(1) 13-11-10 to 15-10-10, Exterior(2E) 15-10=10 to 19-10-4 zone;C-C for members and forces & MWFRS' for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 p 3): Building Designer / Project.eogirfeer responsible for.verifying applied roof live load, show.n:co.vers rain loading requirements specific to the use of this truss component. 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 338 lb uplift at joint 6 and 473 lb uplift at "joint 2. " Joaquin Velez PE No,68182 . MITek USA; Inc. FL Cert 8634 East Blvd T 6904 Parke as amps FL 33610, .'Date:;; - - August 10,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: . .� N G ty 9 P t�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and"is"for an individual building componenS,.nof a truss system. Before use, the building designer must vedfy the applicability of design parameters and properiy:incorporate this design into the overall. - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary. and permanent bracing_ - MITBK• ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. , , ANS117P11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Sale Information. available from Truss Plate Institute,:2670 Crain Hi hwa ,Suite 203 Waldorf, MD 20601 b Highway, Tampa, FL 36610 Job Truss Truss Type Qty ' Ply 1820 D 3CAR, BLK NO HS ".T24980486 2866194 D03S .:.: GABLE a1 1 . . . '. .:.' .:.' .. . Job Reference (optional) Builders FirstSource (Plant City, FL);: Plant City, FL = 33567, . :. 8.430 s Jun 2.2021 MiTek Industries, Inc. Tue Aug 10 10:56:11 2021 Page 1.. . ID:193QG W BBpX3j R187ieOm7kz5?ad-i Vrsg9?J?e8H_g2R36TYImKISmTwwScLwyl BFsypGnY t.4.1 g_0.0 .. 10.0.0 .. '. ..'12-0-0 _ 20.0-0 1-4,0 8-0-0 2-0-0 2-0-0. 8.0-0 4 Scale '= 1:37.0 ' . .:.4x6 = 2x4 11 x 2x4 I I 2x4 11 6.00 12. 9 5 ... 2x4 11 2x4 II 10 4 7x10 = 7x10 = o 3 . 11 14 Li LJ.. 0 12 2 19 v 21:, 22 .23 '. 24 25:. 26 27 28 29. 30 13 3x4 = 5x8 4x8 ST1.5xB STP = q. 10-0-0 20.0-0 r 10.0-0 10.0-0 riaie hJn5ei5 l>< T)-- L"Gal-J-C COgeJ LZ:U-Z-C COgeJ tIZ:U-J-IZ U-Z-II L13:U-4-U U-3-UJ' - .. .. . LOADING (psf) SPACING- 2-0-0_ CSI. DEFL. in (loc) - I/defj.. Ud PLATES GRIP :.1.25 TC :0.73:.: Vert. : 0.23.12-13 >999 240 MT20 244/19& LL .: TOLL 20.0 Plate Grip DOL: ( ) TCDL 7:0' .' Lumber DOL-., :1.25 BC . 0:95 . ' Vert(CT) '.'-0.38:12-13 >621 180 -' .' BCLL 0:0 Rep Stress. Incr , YES W B .: 0.73 Horz(CT) .: 0.04 12 n/a We: BCDL 10.0 Code; FBC2020/TP12014' : Matrix-SH ' :1Neight::116 lb FT = 20 % : LUMBER- 'BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD.' .':'Structural wood sheathing directly applied or 5-3-4.oc purlins: BOT CHORD 2x4 SP No.2 BOT CHORD .:Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2z4 SP No.2-'Except* JOINTS 1 Brace at Jt(s): 15, 16; 17, '18, 19, 20 - 13-14: 2x4'SP;N.o;3; OTHERS 2x4 SP Np.3 . . . REACTIONS...'. (siie) 2=0-8-0, 12=Mechanical . Max'Horz 2=180(LC 9)' Max Uplift. 2= 550(LC 10),'12= 362(LC 10) ' Max Gra1r;2=902(GC 1), 12=778 L 1 ; FORCES.. (lb) -.Max. Comp./Max. Ten.-. All forces.250 (lb) or less except when shown. TOP CHORD" -2-3= 1546/1469, 3-4==1054/878; 4-5=-1017/878, 5-6=71016/961, 8-9=-1010/942, 9rlb=-1019/883, 10-11=-1026/813, 11-12=-1544/1451,:6r7=-908/924, 7-8=-908/924 BOTCHORD 2-13— 1221/1401; 12-13=-1221/1401 WEBS 3-17==528/653, 16-17=-530/654, 15-16=-530/654, 14-15=-537/659,14-18=-537/657, 18-19=530/654; 19-20=-530/654, 11-20==527/648, 13-14=0/432 = NOTES- .. . 1) Unbalanced roof live loads have been considered for this design. " 21, Wind: ASCE 7-16; V.UIt=160mpfi:(3-second gust) Vasd=124m0h; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; LF40ft;.e4ve=21t; Cat. II; Exp C; Encl., GCpi=018; MWFRS (directional) and C-C Comer(3E) -2-0-0 to 1-1.0710, Exterior(2N) 1-10-10 to 4-0-0, Corner(3R) 4-0-0 to 16-0-0, Corner(K) 16-0-0 to 19-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the.truss only. For studs exposed to wind (normal to the face)',:see Standard Industry. . Gable End Details as'applicable,.or consult qualified building designer as per ANSI/TPI :1.. .: 4) Building Designer / Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water pohding. 6) Gable studs'spaced at 2-0-0 oc. " ' "' 7) This truss has-been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a jive load of 20.0psf on the bottom chord in all'areas.where a rectangle 3-6-0 tall by 2-0-6 wide will fit between the bottorn'ohord and any other members: ' 9) Refer to girder(s). for truss to truss connections., " 10) Provide mechanical connection (by others);of truss to bearing plate "capa6le:of withstanding 550, Iti uplift at joint 2 and 362 lb uplift .: Joaquin Velez PE No;68182 at joint 12 " .11) Hanger(s) or other connection device'(s) shall be provided sufficient to support concentrated load(s)-11 lb down.and 13 lb up at MiTek USA; Inc. FL Ceri 6634 1 r0-0, 10 lb down and 11. (b hp'at 3-0-0, 10 Ib down and 1.1 Ib. up at 5-0-0, 10 Ib down and 1.1 lb up at 7-0-0, 10 lb down and 11 lb 6904 Parke East Blvd. Tampa FL 33610. up. at 9-0-0, 10 lb down and 11:Ib up at 11-0-0, 101b, down avid 11 lb up at 13-0-0,,10 Ib.down and 11 lb up at' 15-0-0, ;10:Ib down Date; ; and 11 .lb up at :17-0 0; 'and 11 Ib down and 13.Ib up at 19-0-0, and 20 Ib. down and 23 Ib up at 21 0 0 on bottom chord: The August 10,2021 ontlifeMeirdnebadilon of such connection devices is the res onsibili of others: . 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED. MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: • :Design valid for use only with MiTek® connectors. This design is based; only upon parameters shown; and is fot an individual building component,;not' �^ :a truss system. Before use, the building designer must verify the. applicability of design parameters and propertyincorporate this design into the overall . building design. Bracing indicated is to prevent buckling of individual truss web,and/orchord. members only. Additional temporary and permanent bracing, MiTek . Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems-, see - • - ANSIITP11 Quality Criteria,. DS9-89 and BCSI Building Component ' - 6904 Parke'East Blvd,' Safety Information, available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 : • . Tampa, FL '36610 Job — ; Truss Truss Type Qty Ply 1820 D 3CAR. BLK NO HS T2498 0486 2866194 D03S .:.: GABLE. .... Jbli Reference (optional) .A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:. : • • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown; and is'foi an Individual building component, jnot , . �• �a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall. _ building design. Bracing indicated is to prevent buckling of individual truss web and/or, chord members only. Additional temporary and permanent bracing, ' M ITBk• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, .see , ANSYTPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd, ' Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. ' :. ' . .. ' :. Tampa, FL '36610 Job - Truss Truss Type city Ply 1820 D 3CAR, BLK, NO HS :.T24980487 2866194 E1 : . .:.: SPECIAL:.: 14 1' Job Reference (optional) Builders FirstSource (Plant City, FL);:. Plant City, FL; 33567,.. :. 8.430's Jun 2.2021 MiTek Industries, Inc. Tue Aug 10 10:56:11 2021 Page 1.. I D:3xt?Yd6 RbYnX0I6Sf6 ghjj z4 cnz-1'V rs g 9?J? eBH-q2 R36TYI mKQ7m gpwd_Lwy1:BFsyp G nY . 1-4.0 '.:.' 1-0-0 1-4-Q . 1-0-0 .. :.' .'...• Scale-- .1:Z.8:.' 3 (3)- 0.131 x3.5" ........ ... .. TOENAILS 6.60: F12 :.2 .. 2x4 ST1.5x8 STP . ..... 100 Plate Offsets --[2:0-4-0,0-0-41 .. . .. ... LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) : Udefl ' Ud PLATES:. GRIP TCLL 20.0 . .:.: 'Plate Gdp'DOL. :.1.25 TC .0.24:.: Vert(LL). ' : 0.00.: 2 >999 240 .:.: MT20 244/190 :.: TCDL - ..'7:0 '.' LumberDOL-." '. :1.25 BC'.' 0.-12 Vert(CT) '.' 0.00: 2 >999 180. BCLL 0:0 Rep Stress: Incr ' . YES W B..: 0.00 Horz(CT) .: 0.0.0 n/a n/a ; BCDL: 10.0 Code: FBC2020/TPI2014- Matrix-P Weight::6;lb FT = 20% :LUMBER- BRACING- :.... TOP CHORD 2x4 SP No.2 TOP CHORD. .:'Structural wood sheathing directly applied or 1-0-0:oc purlins: BOT CHORD 2x4.SP No.2 BOT CHORD .:Rigid ceiling directly applied or 10-0-0 oc bracing.' REACTIONS. (size). 2=0-8-0; 4=Mechanical Max Horz 2-141(LC 10) Max Uplift 2=-330(LC 10), 4=-23(1C 1) Max.Grav 2=167(LC 1), 4-78(LC.10) FORCES.' (lli) - Max. Comp./Max; Ten.- All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16;:Vult=160mph (3-second gust):Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.:. .:.: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces &. . MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60_: 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to; the use of this truss component. .. ' ' 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with Any'other live loads. 4) ' This truss has been designed fora live load of'20.Opsf on the bottom chord in:all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' will fit between the bottom chord and. any other members. 5) Refer to girder(s) for truss to truss connections. 61. Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding.$50 lb uplift at joint.2 and 23 lb. uplift at joint 4. . Joaquin Velei PE No,68182 . MiTek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610. . August 10,2021 . & WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:. : • Design valid for use only with MiTek® connectors. This design is based; only' upon parameters shown; and'is'for an Individual building component,'not. �• • . A truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 'building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary, and permanent bracing. MITek• ' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the'' . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ANSUTPll Quality Criteria, DSB49 and BCSI Building Component - 6904 Parke East Blvd. ' Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 � . .. � :. ' . .. ":. Tampa, FL 36610 Job Truss Truss Type - , : arty Ply 1820 D 3CRR BLK NO HS . .. ' : - T24980488 2866194 ..: E7 .:.: JACK 4 .1 Job Reference o tional ' timlaers rrstbource (Flan ct[y, I,-L), :. Plant L;Ity, I -I_ - Jsb6f,.. .. - ts.vsU s .tun azuG 1 we i eK nIDustnes, u.iu, 1 ue 11uy I U I V.Oo: 14 LUL 1 ruye 1 . _ 0 6 f :.: ID:3xt?Y.d6RbYnX I $ 6gfijjz4cnz-WhPEuV.Oxlx ci dq_nlztVaAv5f4EV9cnknJypGn G8 dd X 1-4.0:. 7-0.0. . Scale = 1:23.5 :. ' 3 .. . .. .. ": 6.06.12 . .. .. .. .. .. .. '. 6 .:. .. . ..'...:. .. ..... ..... .. .. ... 2. • .. Cb.'... 1. d 4 .. 3x4 = .. ST1:5x8 STP-. . 7-0-0 '. .. .: r 7-0-0, . Plate O sets X -- 2:0-1-4ge LOADING (psf) SPACING- 2-0-0• . CSI. DEFL. in (loc) I/deft Ud PLATES:.GRIP TCLL 20.0 .:.: Plate GripDOL: .:.1.25 TIC :0.52: - Vert(LL). ' :-0.1.1.: 2-4 >695 240 :...: MT20 244/190.: TCDL ..•7:0 LumberDOL-." '. :1.25 BG'.'0.57- Vert(CT) .'-0.23- 2-4 >347 180,, " BCLL :0,0 Rep Stress Incr YES W B..: 0.00 Horz(CT) .: -0.0.0 3 n/a n/a BCDL 10.0 Code: FBC2020/TPI2014 - Matrix-P Weight:;24 lb FT = 20 o :.: LUMBER- BRACING - TOP CHORD ' 2x4'SP M 31 TOP CHORD. ' .':'Structural wood sheathing directly applied or 6 0-0:oc puffins. BOT CHORD 2x4.SP No.2 BOT CHORD .:Rigid ceiling directly applied or 10-0-0 oc bracing. ' REACTIONS. (size), 3=Mechanical, 2=0-8-0, 4=Mechanica1 Max Hoyt 2=240(1.0 10) Max Uplift 3=-181(LC 10), 2= 207(LC 10)" Max.Grav 3=204(LC 15), 2=35.1(LC 15), 4=132(LC 3). ..... .. . . FORCES. (lb) -Max. Comp./Max.: Ten.:- All forces 250.(Ib) or less except when shown.' . .' ... . ... .. .. NOTES- 1) Wind: ASCE 7-16;:Vult=160mph (3-second gust)Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zo'ne;C-C for members and forces'&:MWFRS for reactions. q. shown;:Lumber DOL=1.60 plate grip DOL=1.60 2) Buiiding Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements. specific to: the use of this truss component. 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 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding.181 lb uplift at joint 3 and 207.I13uplift at joint 2. . . • ... Joaquin Velei PE N6:68182 MiTek USA; Inc. FL Ced 6634 6904 Parke East Blvd. Tampa F.I. 33610. _.August 1'0,2021 .� WARNING -Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE: Mll-7473 rev. 5/19/2020 BEFORE USE:.: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and'is.fo� an Individual building component,.not �� a truss system. Before use, the building designer must verify the applicability of design parametersand property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members -only. Additional temporary, and permanentbracing, MITBk• is always required for stability and to prevent collapse With possible personal injuryand property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component, 6904 Parke East Blvd, " Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite M Waldorf, MD 20601 ' : .. :. .. ', . Tampa, FL'36610 ' ' Job Truss Truss Type Qty" Ply i B20 D 3CAR BLK NO HS .. . - .. .. T24980489 2866194 E7V . .:.: SPECIAL :. 10 1 Jbti Reference (optional) .' ... " Hate IJRSetS (x Y)-- (z:u-4-! tagej LOADING (psf) SPACING- 2-0-0. .. CSI. ..... DEFL. in (loc) I/dell.- Ud .. ....... PLATES . GRIP TCLL 20.0 . .: Plate Grip'DOL: 1.25 TC 0.53 .. Vert(LL) 0.12.: 2-4 >674 240 MT20 " .244/190.' TCDL 7:0' - . " Lumber DOL . 1.25 BC . 0:67 : " Vert(CT) -0.24: " 2-4 >337 180 " BCLL :0,0 ' . Rep Stress" Incr YES W B .: 0.00 Horz(CT)... -O.oO 3 n/a n1a : BCDL 10.0 'Code' FBC202OfTP12014 Matrix-P Weight:25lb FT=20 LUMBER- ". BRACING- . .. :. TOP CHORD '2x4 SF M 31 TOP CHORD. .': -Structural wood sheathing directly applied or 6-0-0:oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD :Rigid ceiling directly applied or 10-0-0 oc bracing."' ,.REACTIONS. (size), 3=Mechanicaf,2=0-8-0,4=Mechanical,;' Max Horz'2=2MLC" 10) Max Uplift 3=-184(LC 10), 2=-204(LC 10) Max Grav 3=205(LC 15), 2=350(LC 15), 4=132(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250.(Ib) or less except when shown. NOTES-. .. .. .. 1) Wind: ASCE 7-16;:Vult=160mph (3-second gust):Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.: . 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces'&:MWFRS for reactions shown- Lumber DOL=1.60 plate grip DOL=1".60 " 2) 5bilding Designer / Project engineer responsible for verifying applied roof live load shown Covers rain loading requirements specific to; the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.. 4) ' This truss has been designed for a live load of'20.Opsf on the bottom chord in:all areas where a rectangle 3-6-0 tall by 2-0-0 wide ; will fit between the bottom chord and any other members. .. 5) Refer to girders) for truss to truss connections. 6): Bearing at joint(s) 2 corisiders parallel to grain value using ANSI/fPI 1 angle to grain formula.. Building designer. shou(d ver(fy Capacity of bearing surface. -: 7) Provide mechanical connection (by others) of truss to bearing plate capable of_withstanding 184 lb uplift at joint 3'and 204' Ib uplift at joint 2, " — Joaquin Velez PE No;66162 • MITek USA, ,np, FL Ce 6634 6904 Parke East Blvd, Tampa FL 33610q. Date: ... .. ..... . August 10,2021 WARNING - parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: Verify .� tY design 9 ' Design valid for use only with MiTelc® connectors. This design is based; only upon parameters showti,and 'is "foi in individual building component, not �- . ..a! truss system. Before use, the building designer must verify the. applicability of design parameters and propedy,incorporate this design into the overall. . building design. Bracing indicated is to prevent buckling of individual truss web.and/orchord members only. Additional temporary and permanent bracing. MOW. - is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see, " ANS11TPIr Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. :. ' . .. ' :. Tampa, FL 36610 Job " Truss ".:'.""':' _ Truss Type „',— .' Oty' ;' Ply 182OD3CARBLK,NOHS .' T24980490 2866.194 E7VP .:.. SPECIAL :.: 7 1 :.'6. Job Reference (optional)" Builders FirstSource (Plant City, FL);: Plant City, FL = 33567, ' : " 8.430 s Jun 2.2021 MiTek Industries, Inc. Tue Aug 10 10:56:13 2021 Page 1.. I D:3xt?Yd6RbYnXO16Sf6c hjjz4c6z-_tzc5rl ZW FO?E7CpAXVOgBQgKaHbOXUeOGW IJlypGnW 7-0-0 7-0-0. S = 23. . . Scale 1: 3 3 . . 'r-IULU V1I5Ct5 tATI-- tG:V-/'-la V-V-'I IJ tL:V-V- I e,CULXl ' LOADING (Psf) SPACING- 2-0-0• CSI. DEFL. in (loc) Vdefl: L/d PLATES:. GRIP TCLL 20.0 . .:.: Plate Grip DOL: TIC 0.52: VertLL ( )- 0.1.1 .: 2-4 >735 240 MT20 244/190 TCDL " .. -7:0 .' Lumber DOL- . :11.25 .25 BC . 0:42: Vert(CT) ' . — 0.09: 2-4 >856 180 " BCLL :0;0 '• Rep Stress:Incr YES WB.":0.00 HOrz(CT) -0.00 3 n/a n/a: BCDL: 10.0 ' Code] FBC2020/TPl2014' ..':': Matrix-P :Weight31 lb Fr 20% ; LUMBER- :. BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD. . Structural wood sheathing directly applied or 6-0-0:oc purlins: BOT CHORD 2x6.SP No.2 BOT CHORD .:Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size). 3=IV16charlical, 2=0-8-0, 4=Mechanical.: Max Horz'2=303(LC 10) Max Uplift 3- 181(LC 10), 2=; 327(LC 10); 4=-102(LC 6) "' Max.Grav 3=204(LC 15), 2=346(LC 1), 4=132(LC 3).. .. .: FORCES. (lb) -Max. Comp./Max, Ten. -All forces 250.(Ib) or less excepf when shown. NOTES- 1) Wind: ASCE 7-16;:Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) zone; porch left exposed;C-C formembers and forces MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60..: 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to: the use of this truss component. 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent With any other jive 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 -.members. will fit between the bottom chord and.any other 5) Refer to girder(s) for truss to truss connections.' "' . . . . . 61 Bearing at joint(s) 2 corisiders parallel to grain value using ANSI/fPI 1 angle to grain fo.rrnula.. Building designer,shou(d velify . capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of.withstanding 181 lb uplift at joint 3, 327 lb uplift at . - - joint 2 and 102-I6 uplift at joint 4. Joaquin Vold PE'No;66162 :. MITek USA, Inc, FL Certfi634 6904 Parke East Blvd. Tampa FL 33610 ' Date: August 2'. .A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:-: " .' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and'ls;foi an individual building component, no4 • ��• - �a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall- _ .building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members only. Additional temporaryand permanent bracing. MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PII Duality Criteria, DS849 and BCSI Building Component 6904 Parke' East Blvd. ' Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 - . .. ' :. .. :. Tampa, FL '36610 - Job Truss Truss Type Qty. Ply 1820 D 3CAR BLK NO HS T24980491 2866194 H1: .:.: SPECIAL:. 3 .1' Jbti Reference (optional) t5uuoers rtrsiaource triani uiiy, MI, .. riani uny, rL - a0001, . o.— a , - r �y .. ayo� . V ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-_tzc5rlZWFO?E7CpAX OgBQkvaNyOXUeOGWIJIypGn 2-8 13 .' -1-10-10 . ..'.'.:. 1-4.4 .. . ... 0.1073" 1-10-10 .. .. 1-4-4 . Scale=.1:7.6: . 3. . 4.24[12.. 2 4 2x4 - .. .. ST1.5x8 STP� ' ... .'. . 144 Plate Offsets (X Y)=- [2:0-2-4 0-0-8] :. LOADING (psf) SPACING- 2-0-0 ' : CSI. DEFL. in (loc) : I/defl :. Ud PLATES'. GRIP TCLL 20.0 Plate Grip DOL" ..1.25 TC 0.29..: Vert(LL). 0.00.: 2 >999 240 MT20 244/190 ; TCDL "..'7:0'.": Lumber DOL'." '. :1.25 BC'. 0:02: Vert(CT) -0.00:' 2 >999 180." BCLL :0,0 "' . Rep Stress" Incr NO W B... 0.00 Horz(CT)... O.QO 3 n/a n/a : BCDL. 10.0 Code FBC2020frP12014 Matrix-P Weight::7ab FT=20% LUMBER- r BRACING - TOP CHORD 2x4 SF No.2 TOP CHORD.". :'Structural wood sheathing directly applied or 1-4-4 oc puriins. BOT CHORD 2x4.SP No.2 BOT CHORD .:Rigid ceiling directly applied or 10-0-0 oc bracing.' REACTIONS. (size). 2=0-8-0;;4=Mechanical, 3=Mechanical: Max Horz'2=79(LC:8) .. . Max Uplift 2=-307(LC 8), 4=-18(LC 4), 3=-46(LC 1) Max Grav 2=233(LC 1), 4=26(LC:3), 3=88(LC 8) . FORCES. (Iti) - Max. Comp./Max. Ten.:- All forces 250.(Ib) or less except when shown. NOTES- . . . 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=404; eave=5ft; Cat." .: II; Exp"C;"Encl., GCpi=0.18; MW FRS (directional); porch left exposed; Lumber. DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live'load shown covers rain. loading requirements specific. to: the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom Chord'live Load nonconcunant with any other live loads. 4)'this truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers. 5) Refer fo girder(s) for truss to truss connections.: ' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 307 lb uplift at joint 2, 18 lb upliftat joint 4 and 46 lb uplift at joint 3.. .:. .. Joaquin Velez PE N6,68182 MtTek USA; Inc. FL Cert 6634 6904 E t Blvd T Parke as amps FL 33610, Date: . August ' - REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: . .A WARNING Verify design and READ NOTES ON THIS AND INCLUDED MITEK REFER C�� ' Design valid for use only with MITek0 connectors. This design Is based. only upon parameters shown, and is for an individual building componerit, not-' - • , . a truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design Into the overall 'building design. Bracing indicated is to prevent buckling of Individual truss web and/or,chord members only. Additional temporary and permanent bracing MOW. ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcatiep, storage, delivery, erection and bracing of trusses and truss systems, see. . ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component ' ' , 6904 Parke_East Blvd. Safety Information, available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. ' :. .. ' :. Tampa, FL 36610 Job Truss Truss Type ply Ply 1820 D 3CAR BLK NO HS T24980492 2866194 H7: .:.: MONO TRUSS 2 1 ' Doti Reference (optional)' 8 2 Li 1 & 10 7 . 11 6 . 2x 4 II x 5 3x4 = ST1.5x8 STP = 4-6-7_ '.'... .9-10-1 '. 4-6-7. 5-3-10 Plate O sets' =- 2:0-2-4,0-0-0 LOADING (psf) SPACING- 2-0-0 CSI. .DEFL. in (loc) : Udefl L/d PLATES GRIP TCLL 20.0 . .:.: Plate Grip'DOL: .:.1.25 TC 0.66:.: Vert(LL). :-0.07.: 6-7 >999 240 .:.: MT20 244/190.: TCDL 7:0 ' . Lumber DOL . :1.25 BC' . 0.73 : Vert(CT) ' . " 0.15: 6-7 >778 "180. BCLL :0:0 ' , Rep Stress Incr NO W B .: 0.36 Horz(CT) .: 0.01 5 n/a We: BCDL: 10.0 Code: FBC2020/TPI2014' : Matrix-SH :Weight: 43 lb FT = 20% ' : LUMBER- BRACING- .. TOP CHORD 2x4 SP No.2 TOP CHORD.' . : -Structural wood sheathing directly applied or 6-0-0:oc pudins. BOT CHORD 2x4.SP No.2 BOT CHORD :Rigid ceiling directly applied or 9-10-12 oc bracing. WEBS 2x4 SP No.3 - REACTIONS. (size).; 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=239(LC 8). : .:.: Mlax.Uplift 4=-167(LC 8), 2=-247(LC 8), 5=-70(LC 5) . . Max:Grav 4=160(LC 1);.2=452(LCA), 5=292(LC 3) FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250:(Ib) or less except when shown., TOP CHORD 2-3=-697/224 BOT CHORD .2-7=-313/629, 6-7= 313/629 . WEBS 3 7=0/323, 3-6=-664/330 . NOTES- 1)' Wind: ASCE 7-16; Vylt=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.00sf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp.C; Encl., GCpi=0A 8; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60- 2) Building:Designer/ Project engineer responsible for verifying applied roof live:load shown covers rain loading requirements specific to the use of this.truss component. " ' 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 alive load of 20,00sf on ;the bottom chord in all.area6 where a rectangle 3-6,0 tall by 270-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s).for truss to truss connections., 6) Provide mechanical connection (by others) of truss to bearing plate capable_ of withstanding 167 Ib uplift 'at joint 4, 247 Ib uplift at joint 2 and 70 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 62 lb up at 1-5-12, 56 lb down and:62 lb tip at 1-5-12, 5 Ib down and 68:16 tip at 4-3-11, 5 Ib down and 68 Ib up at 4-3-11; and 56Ib down and 1.38 Ib up at 7-1-10, and.5.0 Ib ddwn and 138 Ib up at 771-10 orttop chord, and 22 lb:up at 1=5-12, 22 lb up at 1-5-1,2, 11,Ib down and 7 Ib up at 4-SA 1, 11 lb down and 7 Ib up at 4-3-11, and 51 Ib down'at 74-10, and 51 Ib down at 7-1-10 on bottom 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 Unjform LoadS,(pIf) Joaquin Valk PE N6:68182 Vert: 1=4=-54, 2 5=-20 MITek USA, Inc, FL 0ert6634 a, a as Blvd. Tampa FL 336.10 . ...... . . ... ate:. August 10,2021 ed on oaae . .0 WARNING - verity design parameters and READ NOTES ON THIS AND .INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 6/19/2020 BEFORE USE:.. ' ' Design valid for use only. with MiTek® connectors. This design is based only upon parameters shown; ands •fot,an Individual building com.ponent,,not. - . . :a truss system. Before use, the building designer must verify the. applicability of design parameters and propedy Incorporate this design into the overall. - building design. Bracing Indicated is to prevent buckling of individual truss web and/or. chord member only. Additional temporary, and permanent bracing. MiTek' ' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - . fabrication, storage, delivery, erection and bracing of trusses and truss systems, .see. ANSYTP11 Quality Criteria, DSB-a9 and SCSI Building Component - 6904 Parke'East Blvd: - Safety Information, available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. :. " . .. ' :. '• Tampa, FL '36610 Job Truss Truss Type ...... Qty • Ply 1 B20 D 3CAR, BLK NO HS -T24980492 2866194 H7: .:.: MONO TRUSS 2 1' . . .. .:.' Job Reference (optional) .� WARNING -Verify design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/1912020 BEFORE USE:.: ' Design valid for use only. with MTekD connectors. This design is based. only upon parameters shown, and is for an individual building component,_not. MF �A truss system. Before use, the building designer must verify the applicability of design parameters and propgdy incorporate this design into the overall. . building design. Bracing indicated is to prevent buckling of individual truss web and/or,chord members only. Additional temporary and permanent bracing- .. M!Tek' ' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the , " fabrication storage, delivery, erection and bracing of trusses and truss systems-, see, ANS11TPll Quality Criteria, DSB49 and BCSI Building Component � � . 6904 Parke'EaM Blvd: Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. :. .. :. Tampa, FL 36610 - Job Truss Truss Type - . Qty Ply 1820 D 3CAR BLK. NO HS .T24980493 2866194 H7V . .:.: SPECIAL.:. 3 1' Job Reference (optional) nunaers rirstaource trianr tarty, rLi, . - rrarn %,ny, rL - c000r,. • .. .. .. o.yo� a dw i c cv� r rvu i en u,uuauica, .11- , U. lu, ' , ID:1930GW BBpX3j Rl87zeOm7kz5?ad-wG5M W X2p2sfjTRMCIyXUwcVOyNvDsMoxra?OOdypcinU .. ..'. .. 1-10.10 5.4.1 . .:.' 9-10-1.'.:. 1.10-10 . 5.4-1 4.6-0.. . 4 Scale.=1:22.9 . . .,to 4.24 12 3x4. 3. g 6 3x4 8 13.. ' 2 12 . 2x4 11 9 2.12 F172 • :.: 3x4 c ;STl.&8 STP= r 5-4-1 . .:. 9-10-1. 5-4.1 Plate Offsets (X Y)'-- [2:0-1-3 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . I/defl: Ud PLATES'. GRIP TCLL 20.0 ..:.: Plate Grip-DOL. . .:.1.25 TC ( ). 0.57:.: Vert LL 0.07.: 6-7 >999 240 MT20 .244/190.. TCDL . ' 7'.0 Lumber DOL.' 1.25 BC mi . Vert(CT) ' .-0.1'1: 6-7 >999 180 ' BCLL :0;0 '. Rep Stress: Incr '' . ' NO M .: 0:33 • Horz(CT)..: -0.01 - 5 n/a nta : BCDL: 10.0 Code FBC2020[TP12014' Matrix-SH Weight::41 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD : 'Structural wood sheathing directly applied or 5-9-14 oc purlins. BOT CHORD 2x4.SP No.2 BOT CHORD .:Rigid ceiling directly applied or 6-11-4 oc bracing. WEBS 2x4 SP No.3q. . .. .. . .. REACTIONS. (size) '4=Mechanical, 2=0-8-0, 5=Mechanical . Max Horz 2=236(LC 8). .. Max.Uplift 4=-166(LC 8), P=-272(LC 8), 5=-161(LC 5) MaxiGrav 4=136(LC 1); 2=448(LC:1), 5=295(LC 3) FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250 (lb) or less except when shown:, TOP CHORD 2-3=-992/637 .. ':. BOT CHORD 2,7 703/911, 6-7=-710/907 WEBS .. .. .3 7=0/315, 3-6=-894/696 ... ... NOTES- 1) Wind: ASCE 7-16; VuiIt=160mph;(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5:Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp_C; Encl., GCpi=0;18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 - 2) Building:Designer/ Project engineer responsible for verifying applied:roof live:load shown covers rain loading requirements specific to the use of this.truss component. 3) This truss has been designed for a 10.0 psf bottom chord. live load nonconcurrent with any other live loads: a) '.Tfiis truss has been designed for a live load of 20.00sf on the bottom chord in all.areas wh&6 a rectangle 3-6-.0 tall by 2-0-0 wide .. . ..' . . .. .. ... will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections; 6) Bearing at.joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle.to'grain formula. Buildingdesigner should verify . . capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding,166 Ib uplift at joint 4, 272:lb uplift at joint 2 and 161 lb uplift at.joint,5' " 8) Hdnger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 67 lb down and, 52 lb up at 1-5-12' 67 Ib dovin:and 52 Ib up at f-5712; 80 Ib Up at 4-3-11, 80 lb up at 4-3-11, and 50 Ib down and:174 Ib:up at 7-1-10, and 50" Ib down and' 174 Ib up at 7-1-10 on top chord, and 23 Ib up at 1-5-12; 23 Ib up at 1-5-12, 11 Ib down'and 7 Ib up at 4-3-11, 11' lb' down and lb up at 4-3-11, and 51 lb down 'at 7-1-10, and 51 lb down at 7 1 10 on bottom chord. -The design/selection of such connection device(s) is the responsibility of others. 9) Inane LOAD CASE(S) section; loads applied to the face of the: truss are noted as front (F) or.back (B). LOAD CASE(S)_Standard Joaquin VeleiPE1No;66162 1) Dead +:Roof Live;(balanced): Lumber Increase=7.1.25, Plate Increase=1.25 _ MiTek USA; Inc. FL Cart 6634 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20... ' 6904 Parke East Blvd. Tampa FL 33610. Dater August 10,2021 II- rev'. . .A WARNING -Verity design'paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M 7473 e 5/19/2020 BEFORE USE:.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building componerit,,not - . - .a truss system. Before use, the building designer must verify the.applicability of design parameters and propedy;incorporate this design Into the overall . building design. Bracing indicated is to prevent buckling of individual truss web.andtor,chord members -only. Additional temporary, and permanent bracing. MOW. is always required for stability and to prevent cellapsewith possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, .see • , ANSUTPII Quality Criteria, DSB49 and BCSI Building Component ' ' . 6904 Parke East Blvd: " Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 ' . .. :. ' . .. :. Tampa, FL 36610 Job Truss Truss Type sty Ply 1820 D 3CAR BCK NO HS .. .. .. .. T2 4980493 28661.94 H7V . .:.: SPECIAL .. . Jbti Reference (option 1 .. .. .. .A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: - Design valid for use only with MTek® connectors. This design is based only upon parameters shown; and'is�foi an Individual building component, not �• . • • . �a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall_ . • building design. Bracing indicated is to prevent buckling of individual truss web.and!or.chord members only. Additional temporary and permanent bracing. f ' MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of, trusses and truss systems, see • ANSUTP/1 Quality Criteria, DSB49 and BCSI Building Component - 6904 Parke'East Blvd. ' Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL36610 Job Truss Truss Type .' Qty ; Ply 1820 D 3CAR, BLK NO HS T24980494 2866194 . K01 .:.: HIP GIRDER 1 2 Job Reference (optional) tiuuaers rtrsibOurce friant ldiy, rL), - rlani ldiy, rL - b.4JU s UUn z 4u4I Ivu I ex umustrles, us IL; I Ue HUy 1 U I U;tltl: 10 4U41 rage 1 - - I D:1930G.W.BBpX3j Rl87ze0m7kz5?ad-OSfljs3RpAna5bxOsg2jSp2Dvn9Nbj?44EIyw4ypGnT ..:. 10-3.0 . ... 1 5-3-12 .. ' . 9-9-0 1' - - - P0.0-0 .. ' 5-3-12 : :.: .. :. :. 4-5-4. :. 1-No14-8-4 3 b : .. 4-5-4 - 5-3-12 ' . . .0-3-0 Scale '=1:35.6 : . 3 6.00 F12 4x4 4x4 4 2 ... 5 1 .. w o a tr 10 12 .. 8.13 14.' 15 16 17 3x8 9 — 5x6 — 7 6 ' ST1.5x8 STP.= axe' II . :': .7x8 = 3x8 II ST1.5x8 STP=... ... .. .. . .. 3x8 5-3-12 9-9-0 -'' 1 -0 0 - ' . :' : 14-8-4 2-0 .. ". .. .'.:. 5-3-12 . ..'. ... .. 4-5-4 ..: 8- .. ..:. 4-5-4 .. .. 10M,2 77 mate urrseis fx Y l-- fT:U-Z-}U U-1-tlJ tO:U-L-IU U-I-tlJ t/:U-4-U U-4-tlJ - LOADING (psf) .. .. ... ... .. SPACING- 2-0-0 ... .. ". CSI. .. ... DEFL. In (loc). I/deft: Ud .. PLATES'GRIP TCLL 20.0 . .:.' Plate Grip'DOL. . .:.1.25 TC ' .0.43:.. Vert(LL). :0.15.: 7-9 >999 240 MT20 244/190: TCDL . 7:0 Lumber DOL :1.25 BC' . "1:00 : Vert(CT) • .-0..19: ' 7-9 >999 180 BCLL :0;0 `. Rep Stress:Incr NO WB.,:0;72 Horz(CT)..: 0.06 5 n/a n/a: ". BCDL 10.0 'Code' FBC2020/TP12014 Matrix-SH Weight:;217 lb FT = 20% :.:LUMBER-BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD. : 'Structural wood sheathing directly applied or 4 5 3:oc puriins: BOT CHORD 2x6 SP No.2 . " BOT CHORD :Rigid ceiling directlyapplied or 8-10-10 oc bracing. WEBS 2z4 SP No.3. . REACTIONS. (size) 0-8=0v5W-8-0 Max Horz 1=-203(LC 6) Max Uplift 1=-1879(LC 8)1.5=-1.908(LC 8) Max:Grav 1=3720(LC 11, 5=3541(LC 1) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 ;(Ib) or less except when shown-, -TOP CHORD 1-2=-6771/3429, 2-3=-4550/2411, 3-4=-4551/2411, 4-5=-6333/3394 ;,, BOT CHORD : 1-9=-2965%5963, 7-9=-'2965/5963, 6-7=-2935/5576, 5-6=-2935/5576 WEBS ".. 2-9=- 845/1915, 2-7= 2242/1171; 4-7=-1799/1137, 4=6=-809/1491, 3-7=-1954/3772 ..' NOTES- 1) 2=01y truss to be connected together with 10d (0.13T x3") nails:as follows: - Top chords connected as follows: "2x4 - 1 row 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 Do. 2) All loads are considered equally. applied to all plies, except if noted as fronf (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 otheivuise indicated. 3). Unbalanced roof live loads have been considered for this design. " 4) Wind: ASCE 7-16;,Vult=160mph (3-second gust), Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C;.Encl.; GCpi=0.18; MWFRS (directional); end vertical left. and right exposed; Lumber DOL=1.60.plate grip DOL=1.60 5) Building Designer./ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to. the use of this truss component. 6) This truss has been designed .for:a 10.0 psf bottom chord. live load nonconcurrent with any;other live loads. 7) `.This truss has been 'designed, for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 ;tall by 2-0=0 wide will fit between the bottom chord and any other:rriembers. 8) Provide mechanical connection (by others) of, truss to bearing plate capable of.withstanding 1879 Ito uplift at joint 1 and 1908 lb uplift at joint 5.:.: .. .. . .. 9) Hanger(s) or other connection.device(s) shall be provided sufficient to support concentrated load(s) 719 lb down'and 371.16 tip at 2-.4-12, 719 lb down and 371 Iti up at 4-4-12, 735 lb; down and 410 Ito up at 10-4=12, 735 Iti down and 410 lb up.at 12-4-12; 599 ib down and 435 lb.up at 15=8-12, 695 lb down and.393 lb Up'at 17-8-12, 801 lb down and 350 lb up at, 6-4-12,,and 801 lb down and- - 350 Ib up.at; 8-4=12, and 172 Ib down and 751b up at 14-4-12 on bottom: chord: The design/selection, bf;soch connection device(s) . ; .: ; Joaquin Velez PE No.68182 is the res onsibili of others. p ry MiTek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610. LOAD CASES) Standard . .. '. .:. .. ate: August 10,2021 ontinued on Dage. .A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: ' Design valid for use only with MTek® connectors. This design is based. only upon parameters shown; and 'is.fot an individual building component, not - �• ' . a truss system. Before use, the building designer must verify the, applicability of design parameters and property, incorporate this design into the oveiall_ building Bracing indicated is to buckling of Individual truss web and/or,chord members only. Additional temporary, and permanent bracing, r�►]A� ' design. prevent is always required for stability and to prevent collapse -with possible personal injury and property damage. For general guidance regarding the IV I iTek* . .' .' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - - - ANSUTpil Duality Criteria, DSB49 and BCSI Building Component 6904 Parkb1ast Blvd. ' Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. :. , , .. - :. Tampa, FL '36610 • - Job Truss . . Truss Type Qty ' Ply 1820 D 3CAR BLK NO HS .. .. T .. .. 24980494 2866194 K01 HIP GIRDER 1 2:. Job Reference (optional) .0 WARNING - Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.: • Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown; and is foi an individual building component,.not - - . • A truss system. Before use, the building designer must verifyttie applicability of design parameters and propedy:incorporate this design into the overall. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord, members only. Additional temporary. and permanent bracing- ' A ftk' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ANSLITPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke'East Blvd. ' Safety Information, available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD.20601 ' . .. ' :. - - - : Tampa, FL'36610 Job Truss Truss Type Qty Ply 1820 D 3CAR BLK NO HS T24980495 2866194 K02 . .:.: Hip' .: 1 .1 Job Reference (optional) builders Firstsource (Piant city, 1-L);' . Plant tarty, I-L 1335151, - 8.43U S Jun 2 2U21 MI I eK Industries, Inc. I Ue AUg 10 10:56:17 2021 'Pagel. :. ID:3xt7Y.d6RbYnX016Sf6ghjjz4cnz-sfD7xC43aUvRiIVbPNay7l aOhBasKJfEIuUV.SWypGnS -1-4:0 q-6-g g_p_0. 11.0 0 15-5-6 20-0.0 21-4-0 1-4-0 4-6-9 4-5-7 . .. 2-0.0 4-5-7 4.6-10 174-0 Scale=1:36.9 44 44 = 4 5 .6.00 r12 r�- 4x4 =. 9.0-0 3x4 = 4x6 = 3x4 11-0-0 20.0-0 . oi.i.onooir- Ax4. _. . 9-0-0 2 0 00 - - 9.0 0 LOADING (psf) SPACING- 2-0-0; - CSI. DEFL. in (loc) Udefl; Ud 'PLATES GRIP .. TCLL 20.0 late Grip DOL 1.25. TC 0.43 Vert(LL) -0.14 779. >999: 240 MT20- 244/190 TCDL 7.0 . .:.. Lumber DOL . . . .1.25 BC 0.66:.: Vert(CT) -0.29. 7-9 >804 '180 BCLL 0.0 ' Rep Stress Incr YES WB . 0:18 . Horz(CT) . 0A3: 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH- Weight: 95 lb. FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied'or 5-371 oc pudins. BOT CHORD 2x4 SO No.2 p BOT CHORD.' . : -Rigid ceiling directly applied or.7-5-0 oc bracing. WEBS 2x4.SP No.3 REACTIONS. (size).:2=0-8-0,7=0-8-0 Max Hori'2=212(LC 9) Max Uplift 2= 463(LC 10), 7=-463(LC 10) ' Max Grav 2=805(LC 1), 7=805(LC.1) FORCES. (Ib) - Max. Comp./Max: Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1168/888,.3-4=-914/686, 4-5=-768/690, 5=6=-914/686, 6-7- 1168/888 • BOT CHORD 2-11=-609/1074, 9-11=-285/768, 7-9=-609/1000 WEBS 3-11=-348/361,4-11==94/261,5=9 94/261,6-9=-350/361 - NOTES- 1.) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160n1ph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0Psf; h=15ft; B=45ft; L=40ft;'eave=5ft; Cat. II; Exp,C; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2E) -,1-4-0 to 2-7-10, Interior(1) 2-7710 to 3-4-11, Exterior(2R) 34-11 to 16-7-5, Interior(1) 16-7-5 to 17-4-6; Exterior(2E) 17-4-6 to 21-40 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for.verifying applied roof jive load shown covers rain loading requirements specific to: the use of this truss component. 4), Provide adequate drainage to prevent water ponding;' q. 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 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 othermembers. 7) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 463 lb uplift at joint 2 and 463, lb uplift at joint 7. •Joaquin Valez PE Nd.68'1'82 • ; , : M1Tek USA, Inc. FL Cert 663 6904 Parke East Blvd. Tampa F.I. 33610. t August 10,2021 .0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:.:�- - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and 'Isfor an individual building componerit,.not - a truss system. Before use, the building designer must verify the applicability of design parameters and propedyancorporate this design into the overall . building design. Bracing Indicated is.to prevent buckling of Individual tmss web,and/or,chord members only. Additional temporary and pennanent'bracing, MITek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems-, see. ANSUTP11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. ' Safety Information. available from Truss Plate Instltute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type —� 1820D3CARBLKNqHS T24980496 2866194 K03 .. HIP GIRDER Fy.•Ply 1 — Job Reference (optional) Builders FirstSource (Plant City, FL); Plant City, FL - 33567, . 8.430 s Jun 2.2021 MiTek Industries, Inc. T'ue Aug 10 10:56:17 2021 Page 1.. I D:193QG W BBpX3jR187ze0m7ki5?ad-sfD7xC43aUvRilvbPNay?1 aGbBZhKIzEI uUVS W ypGnS 1- 4-0 7-0-0 10-0-0 13.0-0 20-0-0 21-4-0 1-4-0 7-0-03-0-0 Scale = 1:36.9 : 4x6 _. 4x8 = 3 10 '11 4 ST1.5x6 STP = - - - - - 3x4 4x4 = - 2x4 II a r r.axa a r r— = � 3x4.i 3x4 7-0-0 13-0.0 _ �_ 20.0-0 7-0-0. 6-0-0 7-0c0 Plate Offsets (X Y)-- [2:0-2-10 0-1-8] [3:0=3-8 0-2-0] [4:0-5-4 0-2-01 [5:0-2-10 0-1-8] . LOADING (psf) .. ..... SPACING- 2-0-0. .. CSI. DEFL. in (loc) Vdefl Ud -PLATES, GRIP TCLL 20.0 . .:.: Plate Grip DOL. . .:.1.25 TC 0.95:. Vert(LL). 0.11. - 5-7 >999 240 MT20 .244/190. : TCDL 7:0 Lumber DOL 1.25 BC . 0:73: : Vert(CT) - . -0.16. 5-7 >999 180 BCLL 0.0 Rep Stress. [nor NO WB, : 0.22 HOrz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014' Matrix-SH Weight:86lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-4:.2x4 SP No.i BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing.. BOT CHORD 2z4 SP No-2 - WEBS 2x4 SP No.3 . REACTIONS. - (size) 2=0-8-0, 5=0-8-0 . Max.Horz 2=-171(LC 6) Max:Uplift 2— 782(LC 8), 5=-797(LC 8) Max Gray.2=1298(LC 1), 5=1309(1_C 1) . FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD = 2-3=-2164/1170, 3-4==1875/1.115, 4-5=-2205/1201 BOT CHORD 2=9 =-871/1855, 7-9=-900/1893, 5>7=-898/1874 WEBS 3-9=-94/590, 4-7= 45/585.. .'NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-16;:VuIt=160mph (3-second gust)' Vasd=124mph; TCDL=4:2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp.C; Enct.; 'GCpi=0.18; MW FRS (directional); end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific to. the use of this truss component. 4), Provide adequate drainage to'prevent water ponding; . " 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 alive load of.20.Opsf on the bottom chord fn'all areas where a.rectangle 3-6-0 tall by 2-0-0 wide . will fit between.the bottom chord and any othermembers. 7) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding.782 lb uplift at joint 2 and 797.Ib uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated. load(s) 87 lb down and. 164 lb Up at 7-0-0, 87 Ib down and 164 Ib up at 9-0712, and 87 lb down and 1641b up at 10-11-4, and 121 Ib doWn and 297 Ib up at 13-0-0 on top chord, and 267 Ib down and 137 Ib up at' 7=0-0, 65 lb down at' 9-0-•12, and_65 Ib down at 10-11;.4and'267 Ib down and 137.lb -' up at 12=11-4-on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In:tfie 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 � Joaquin Velez PE N6.66182 Uniform Loads.(plt) .. .. . _ MITek USA , Cart fib , Vert: 1-3=-54, 3-4=-54, 4-6=-54; 2-5=-20 . .ncEast Blvd Ta fi904 Parke mpa FL 33610. Concentrated Loads.(Ib). .. . . , e 'Dat: Vert: 3=-87(%4=-121(B) 9=-267(B) 7=-267(B) 1.0=r87(B) 11=-87(B) 12= 40(B) 13=-40(B) .. .:.: 10,2021 August .A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and'is foi an individual building component, not. wt A truss system. Before use, the building designer must verity theapplicability of design parameters and properiy)ncorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web.and/or.chord members only. Additional temporary and permanent bracing. NOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see, , ANSM11 Quality Criteria, DSB=89 and BCSI Building Component 6904 Parke East Blvd: Safety Information, available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL'36610 Symbols Numbering System �: General Safety Notes PLATE LOCATION AND ORIENTATION .'.- ^ a Center:"late on �int:Unlessx, r en s n-sixteenths a liaUS roperty; 1 /4 : ; p.. 1 Y ::::: s 4 a ..Failure #o. Follow.Could e P d'm sions hown.in.ft-i . . offsets are indicated:: :" (Drawings not -to scale) Darnag@ OC'PerS011aI "Injury:-: Dimensions, are in ft-in-sixteenths:: 1. Ad .. ditional stability bracing for truss system, e.g. Apply plates:to both" sides of truss y diagonal or X-bracing, is always required::See BCSI..... .... ' and fully embed teeth: 2 3 2. TOP CHORDS Truss bracing must,be designed by engineer. For ci-2 C2-3 wide truss spacing, individual lateral braces themselves 0'y4may*require bracing, or alternative"Tor I — .. .. WEBS houl ere 4 bracing s d be consid d. WE .. .. .� 4 .. .: .: .. .. " p m N M .' . 3. Never'exceed the design loading shown and never �� 3 3� .. ... .. X. .. � O .stack materials on'inadequately braced, trusses. 0. o U d :4 Provide copies of this truss design to the building sor,. property owner and For 4 X 2 orientation; IQC3te " O designer; erection supervisor C7-6. .: .: c6a c5-6 .: all other interested parties. plates 0- '�,fi' from Outside -5. Cut members to bear tightly against each' other. BOTTOM CHORDS " edge of truss.:.:: 8 7.:: 6 ::: 5:::: 6. Place plates on each -face of truss. at: each joint and embed fully. Knots and wane at joint.. This symbol indicates the .. : JOINTS.ARE GENERALLY NUMBERED/LETTERED CLOCKWISE are N CLOCKWISE - locations regulated by A SI/TPI f. AROUND:THE TRUSS STARTING AT THE JOINT:FARTHEST TO' " ' required direction'of slots in � � 7. Design assumes trusses will be suifabl rotected from THE LEFT. Connector plates. the en*6hment in accord. with ANSI/TP P Plate location details available in MiT& 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT. 8. " Unless otherwise noted,:moisture content of lumber NUMBERS/LETTERS. ':shall not exceed 19% at time of fabrication. ' software or upon request. :9. Unless expressly noted, this design is not applicable for PRODUCT' CODE APPROVALS use with fire retardant, preservative.treated, or green lumber. PLATE SIZE . ICC-ES-Reports: 10. Camber is a non=structural consideration and is The first dimension Is the plate : responsibility of, fruss"fabricator. General practice is to width. measured:perpendicular . ESR-131.1, ESR-1352; ESR1988' .. camber for dead load deflection.' _ : ' . 4 X 4to slots.. Second dimension 'is ER-3907, ESR-2362, ESR-1397, ESR 3282 P to t size orientation and I cation"dime Sion the len th' arallel to: slots. " 9 . P . Inldicated are' minimum plating requirements.. n LATERAL BRACING LOCATION 12..Lumberused shall be of the species and size, and .. I than in all respects, equal to or n that: specified. Trusses are desi ned for wind: loads in the. plane of.the: Indicated by symbol shown :and/or g . 13. Too. chords must be sheathed orPurlins provided "at . by text in the bracing section of the truss unless otherwise shown. spacing indicated'on design. Output:: Use T.& I bracing. 14. Bottom:chords teguire lateral bYactng'at 10 ft. spacing, " if indicated. .. = .. : -: Lumber design values are in accordance With ANSIlTPI :1 section 6.3 These truss. designs rely. on lumber values o no cell costa ss otherwise. ote . onne show fothers: BEARING established by others. r ess"� ingis a une se.n 15: C ctions"not n are the responsibility o 16. Do not cut or alter truss member or plate without prior ]ndicates location where ;bearings .:approval of an:engineer. : .. (supports) occur. Icons.vary but. © 2012 MiTek®AII Rights Reserved 17. Install and load vertically unless indicated otherwise. reaction section.indicates joint number where b"earings occur: - -_ 18. Use of green or treated lumber may pose unacceptable Mln.size shown is for crushing Only. .. environmental, health or performance risks. Consult with project engineer before use. Industry Standards' . Review all portions design (front, and pictures) before g one ANSI/TPI1: National.Desi n:S' ecification for Metal . 19 ns of this d t, back,'words pi ur f use.Reviewin pictures al ... g P . � � is not sufficient. Plate Connected Wood Truss Construction: DSB-89:: Design Standard for Bracing.:.: . ' ® . 20.:Desi n assumes manufacture: in accordance:with BCSI: ' - Building Component Safety Information, " ' Ns uality Crit . Guide to Good Practice. for. Handling, . 21.T e. esPln does not lake into account an Hain Installing & Btacing Of"Metal Plate or other loadsotherthan hose expressly stated. ; is: MiTek.. Connected:Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev..5/19/2020