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-MiTek':: RE: 2866225 MiTek USA, Inc.:: 1820 D 3CAR BLK NO HS . 6904 Parke East Blvd. Tam pa, FL 33610-4115 Site. Information: Cu.-stomer: Adams Homes Port St Lucie .:Project Name: 2866225 Lot/Block: 58/1. Model: 1820 D 3CAR Address: 8713" MERANO AVE Subdivision: WATERSTONE City: Fort Pierce State:, FL General Truss. Engineering Criteria &Design Loads.(Individual Truss Design Drawings Show Special Loading :Conditions): . Design Code: FBC2020lTP12014 Design Program- MiTek 20/20.8;4 9. g .. g. Wind.Code: ASCE 7.46 Wind Speed: 160 mph Roof Load:.37..0 psf Floor Load`. 'N/A psf This package includes 34 individual; dated Truss Design Drawings and 0 Additional -Drawings. With my seal affixed to:this sheet, I hereby. certify that I am the Truss, Design Engineer.and:this: index sheet _.: . conforms to 61G15-31,003; section 5 of the: Florida Board of Profe'ssional�Engineers Rules. No. Seal# • Truss. Name :: Date .No; Seal# Truss Name., ate 1 T24980463 A01.: 8/12/2021 21, T24980483.: C5 1.2 2. T24980464- A02 8/12/2021 22 T24980484 C5V 8/11/2021 3 .:: T24980465 A03 8/12/2021 23 'T24980485 DO1S 8/12/2021: .. 4 T24980466... A04 8112/2021 .24... T24980486 D03S 8/12/2021.. 5 T24980467 A05 . : , ... 8/12/2021 : 2.5 : T24980487 : ; : , ' El . ' : 8/12/2021 6 T24980468.: A06:::. 8/12/202.1::. 26: T24980488:.:. E7 8/12/2021 7.. T24980469 A07 8/12/2021 27 T24980489 E7V.: 8/12/2021:: 8 _ T24980470 A08 8/12/2021 28 T24980490 E7VP . _ : 8/12/2021. 9 T24980471 :: A09..:.:. 8/12/2021 .:.:.29:: ' T24980491 H1 ... :.: 8/1:2/2021 10 T24980472 AIOS: 8/12/2021 30. T24980492:. H7 8/1V2021 11 T24980473 A11S 8/12/2021 31 „ T24980493 H7V;. 8/12/2021.:. 11T24980474 A24S 8/12/2021 32 T24980494 KO1:: 8/12/2021 13 T24980475 B01AS 8/12/2021 33 T24980495 .. K02 8/12/2021 14 T24090416 BO1BS 8/12/2021 34 T24980496: K03 8/12/2021 1. T24980477 BOlS 8/12/2021 • .1.6-:: , T24980478 B11S ShM021 REVIEWS POR 1:7 T24980479 . C1 8/12/2021 18 T24980480 :. clv 8/12/2021 ® C PLIANCE:. 19 T24980481.: C3 8/12/2021 ST. LUCIE COUNTY 20 T24980482 C3V -.8/12/2021 The truss drawing(s) referenced_ above have been prepared. by .. MiTek: USA, Inc under my direct supervision ,���t :��: ���♦♦ based on.the parameters provided.by Builders FirstSource. (Plant City, FL):.♦41P :Truss Design En ineer':s Name: Velez, Joa uin. �`�: �P'• �•� � My license renewal date for the state*of Florida is February 28; 2023. F''• Florida: COA: 6634 .. No.:. 1 2 .. • IMPORTANT NOTE: The seal on these truss component designs is a certification .::. that the engineer named is licensed in the jurisdiotion(s) identified and.that:the:: designs comply. With ANSI/TPI 1. These designs are based upon parameters . shown (e.g.,. loads,- supports, dimensions, shapes and design codes), which were '.• E. OF given1o: MiTek. Any project sp661 is information included. is for MiTek 0 :... customers file reference purpose only, and was not taken,ihto account in the prepaPation of . O P •• ���� these designs. MiTek has not independently verified the applicability of.the design...�� .S • • • • • • • �� parameters or tKe designs for any particular• building: Before use, the building designer ON should verify applicability of design parameters and properly incorporate. these'designs ♦I� �����:.:. into the, overall building design er.ANSIITPI1,Cha ter2.:. 9 9 P P Joaquin Vel z PE:No;68 82, MiTek , ka'si�Bhdlh 6904 Parke pa FL 33610 A . ugtist 121 2021 1 of 1 Velez, Joaq in Job Truss : _ Truss Type Qty. Ply 1820 D 3CAR BLK, NO, HS :. .. .... I f .. T24980463 2866225 A01...: SPECIAL B 1 Job Reference (optional) Builders 1--lrst5ource (rlant Ulty,;rL), : rlant ulty, rL. - 33bb 1, - b.43U s Jun Y 2UG1 Mi I eK InaustneS, Inc. I Us Aug 1 U 1U:bb:4b 2U21 rage 1 ..... ID:193QGW BBpX3jR187zeOm7kz5?ad-oVHi DGh?6etztg3RXf?SiHFnRHeurhVW.ywkpKNypGny r1-4.a 6-3.2 11-11'-12 19-10-0 27-8-4 33-5-0 39-8-0 41=0=Q 1r4-0 6-3.0 5-8-12 7-10.4 7-10-4 . 5-8-12 6-3-0 1-4-0 ca e:—:1:72.2 Sx5 =. . 6.00 F12: 5 16 17 5x8 i 5x8 4 1: 2x4' 7.. o - co 2 7x8, _. 13 142 19... 20 11 10 1 g m v I & . 1 — ... 7x8 6x8_....:4x = 4x = ST1.5x8STP=' ST1.SxBSTP= 5x12 3.00 12, .. 5 x12 8.8-0 17-6-8 22-1-8 31-0-0 39-8-0 B-8-0 — 8-10-8 4-6-15 8-10-8 8-8-0 Plate Offsets (X,Y)--[2:0-4-8,0-2-81,[4:0-4=0,0-3-01,[6:0-4-0,0-3-01,[&0=4-8,04=81,[10:0-4-0;0-5-01,[14:0-4-0,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud -PLATES- GRIP TCLL 20:0 . Plate Grip DOL. .. .1.25 TC :.0.96 " Vert(LL) :. 0.49.10-11 >960 240 :..... MT20 244/.1.90 TCDL 7:0 Lumber DOL .. 1.25 BC 0.75 Vert(CT) -0.98 10-11 >561 180 BCLL 0,0 Rep Stress Incr : YES W B .. 0.71 . Horz(CT.) 0.48 8 n/a n/a . BCDL 10.0 Code. FBC2020/TP12014 . - Matrix-SH 1/U'eighf:.230 lb FT = 20 LUMBER- BRACING - TOP CHORD-:2x4 SP M 31 *Except* TOP CHORD' :.:Structural wood sheathing directly applied. 1-4,6-9: 2x4 SP No.2 BOT CHORD.' Rigid ceiling directly applied or:6-1-9 oc bracing. BOT CHORD 2x6 SP M 26 *Except* WEBS 1 Row at midpt 6-11,A-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(LC 9) Max Uplift 2=-810(LC 10), 8=-810(LC 10) Max Grav: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=-5238/2469, 7-8=-5483/2628 BOT.CHORD 2-14==2202/5538,:12-14=-1441/3786, 11-12— 649/2204, 10-11=-1441/3291, 8-10=-2202/4922 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 for this design. 2)' Wind: ASCE 7-16; Vult=160rr1Ph.(3-second gust) Vasd=124mpM; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpf=0.18; MFRS (directional) and C=C Exterior(2E)-1-4-0 to 2-7=10, Interior(1) 2-7-10 to.15-10=6, Extedor(2R) 15-10-6 to 23-9-:10, Interior(1) 23-9-10 to 37-0=6; Exterior(2E) 37-0-6 to 41-O=O:zone;C-C for members and forces & MW FRS 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 load bf 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) Bearing atjoint(s):2, 8 considers parallel.to.grain value using ANSI/TP1 1 angle to grain formula.. Building designer should verify ... . . .... . . capacity of bearing surface; - :. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s).except (jt=lb) 2=810, 8=810. . Joaquin Velez PE,No,68182 MiTek USA, Inc. FL Cart 6634 ..... . 6904 Parke East Blvd. Tampa FL 33610 .. ate: Augu'st 10,2021 .. ..:A 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, and is foran 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 io 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?PII 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 oty.:. " Ply 1820 D 3CAR BLK NO HS _ Z . . . 24980464 2866225 A02.. SPECIAL 2 1 Job Reference (optional) tiunaers rirsmource trtam Lmy, I -Li, . rlanl Lilly, rL - J 55b1., 0.143U 5 Jun L LUG I Iv11 I BK InUUSUIUS, yiu. I ue Hug I U I u;oo;,+o LUL I rape I " ID:193OGW BBpX3jR187zeOm7kz5?ad-GhrPOcidty?qU_ed5MWhEUozBhyRaBogAZUMspypGnx ri-4-q 6-3.0 11-11=12 19-0-0 20-8.0, 27-8.4:': 33-5-0 39-8.0 :41-0-p 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 Sca —1 75 1 . 6.0012::. 5x6 = .. .. 5 6 50 18 19 5x8 4 7 .. ... : :. .... .. ... .. ... 17 o . 2z4 zz� 2x4 . . K 17 20. 16 1 2 7x8 — . 15 14 13 12 11 —. :. 9 10 Iv N o 3x6 =:. '3x4 = 3x4 = 7xB =. ...... ... o STI.5x8. STP = 3x4. =. ST1.5x8,STp = 6xB 3.00 12 a 6x8 Z 8-8-0 15-7-7 19=1% 24.0-9'• _ 31-0.0 39 8 0 8-8.0 6.11-7 4-2.9 4-2-9 6- 1-7 r 8-8-0 Plate Offsets (X Y)-- [2:0-5-9 Edge] [4:0-4' 00-3-0], [5:0-4-0,0-2-8]; [6i0=4-0 0-2-8]; [7:0-4-0,0-3-0]; [9i0=5=9,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 0.90 - 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 WB:.. 0.70 HOrz(CT) . 0.54 - 9 n/a rM BCDL 10.0 Code, FBC2020/TP12014 " -" Matrix-SH 1Neight:.218 lb FT = 20%, LUMBER- BRACING TOP CHORD :2x4 SP No.2 *Except* TOP CHORD ". :Structural wood sheathing directly applied. 1-4,1-:10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-2-2 cc bracing. BOT CHORD- 2x4 SP No.2 "Except` 2-16,9-11: 2x4 SP: No.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. TOP 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 BOT 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— .1.162/756, 5-15=-535/1071, 5-13=-261/320, 6-13=-261/320, .. . 6-12=-535/1010, 7-12— 1086/766: 7-11=-695/1545 " " 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=4511t; L=40ft; eave=5ft; Cat. 11; Exp C; Encl.,.GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-7-10, Interior(1)2-7-16to. 15-0-6, Exterior(213): 15-0-6 to 24-7-10, Interior(1) 24-7-16 to 37-0-6, Extedor(2E) 3770-6 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 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) 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. Joaquin Volk PE.No,69182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upliftat joint(s) except Qt=lb) : MiTek USA, Inc. FL Cart 6634 2=816; 9=810. East Blvd Ta p 6904Parke m 'a FL 33810 ; • ; Date; 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 shoviri, and is for an individual building component; note �'• 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 buckling individualtruss web and/or chord membersonly. Additional temporary andpermanentbracing • MITBk• prevent of is always. required torstability and to prevent collapse:with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage; delivery, erection and bracing of. trusses and truss systems, see : ANS11Tplr 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 City _ Ply 1820 D 3CAR BLK, NO, HS :. ... .' T24980465 2866225:. A03.. SPECIAL Job Reference (optional) buiiaers mrstsource trlant tiny, t-Li, . mant t;lty, rL - asbti/, u.4;ju s uun z 2urt m1 I etc Inausmes, ..... :. .. ID:193QGW BBpX.3jR187zeOm7kz5?ad-D4z9rljtPZI T1 4-9., : :. g-3.0 l : ..'11-11=12 17-0-D 22.8.0 27-8=5 33-5-0 , t-4.0 6-3-0 5-8-12 5-0-5 S-8-0 5,0-.4 5•B-12 .. ... 6.00 F12 5 = Sx8 5x6 17 . .... . . : .... / 16 2. Inc. I ue Aug 1 U 1 u=:4n euzi rage 1 `YkH oODnY9Kvt LAVea2?azetzTxj yp Gnv 39-8-0 :41-0-Q 6-3-0 Scale:=:1:75.1: 18 5x6 7 .. .. co 2x4 19 p 10 m N ... Io ST1.5x8 STP = ST1,54STP -: Sx8 3.00 F12.. 5x8 ZZ g-g-0 17-0-0 " .. 22-g-0 31-D-0 39-8-0 8-8-0 8_4-0 8_q_0 8_g.0 Plate Offsets (X,Y)--[2:0-5-3,0-1-6],[4:0=3-0;0=3-0],[5:0-3-0,0-2-0] [6:0-6-0,0-2=8}[7:0-3-0,0-3-01,[9i0-5-3',0-1-61,[11;0-4-0,0-4-81;115:0-3-12,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc), I/deft Ud PLATES. GRIP TCLL 20:0. .. .' Plate Grip DOL..... 1.25 TC' :.0.80 .' Vert(LL) :. 0.53.11-12 >891 240 :..... . MT20 244/.1:90 TCDL 7:0'. Lumber DOL 1.25 BC 0:88 Vert(CT) "r0.79-11-12 >590 18o .:. BCLL .. .0,0: ' Rep Stress Inch : YES WB.. 0.94 . HOrz(CT).. 0.49-' 9 r/a ..n/a. BCpL 10.0 Code, FBC2020/TPI2014 , : Matrix-SH Weight:.2351b FT = 20% LUMBER- . .... . . : BRACING- . . .. . .. ... TOP CHORD ' :2x4 SP No.2 ....:.: TOP CHORD"' :.:Structural wood sheathing directly applied or 2-2-O.00 pudins. BOT CHORD. 2x6 SP No.2 BOT CHORD. Rigid ceiling directly applied or:4-8-6 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— 810(LC 10), 9=-810(LC 10) Max Grav 2=1533(LC 1), 9=1593(LC 1) FORCES.(lb) -Max. Comp:/Max: Ten. -All forces 250;(Ib) or less except when shown. ; TOP CHORD 2-3=-4846/29Oli 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=-26.1/317, 4715=-775/1762, 4-14=4183/761, 5-14=-394/792, 6-12=,394/8.16, 7-12=-11:11/761, 7=11=-775/1647, 8-11==275/317: NOTES .. .....: .. 1) Unbalancedroof live loads have been considered for this design. .2) Wind: ASCE'7-%; 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=0.1.8; MWFRS (directional) and C'C Exterior(2E) -1-4-0 to 2-7-10;1nterior(1) 2-7-10 to 13-0-6,: Ex(en6r(2R) 13-0-6 to 26-7-10, Interfor(1) 26-7=10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-Gfor 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 water ponding. :....: 5). This truss has been designed fora 10.0 psf bottom cFjord.live load nonconcurrent with any.ottier live loads. .: 6) 'This truss has been designed for a live load of 20:0psf on the bottom chord in all_areas:where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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 to bearing* plate capable of withstanding, 160 lb uplift at joint(s) .except Ot=1b) 2=910, 9=810. a .. Joaquin Velk MtTek USA, Inc. FL C.ert6634 .. East Blvd Ta _are mpa ..33610 . Date: August :A WARNING -Verify 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 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 .. .... pA " iTek- is always, required for stability and to prevent collapse:with possible personal injury and property damage. For general, guidance regarding the " fabricatlon, storage; delivery, erection and bracing of trusses and truss systems, see • , : ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component . :. 6904 Parke East Blvd. Safetylnformation available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 :: Tampa, FL 36610 Job Truss Truss Type Glty. ; , Ply 1820 D 3CAR BLK NO. HS . . . . T24980466 2866225 A04... SPECIAL .' .. 1 :. .: .'�:. 2 1 = Job Reference (optional) euuaers rlrstbource Imam Uly, r-Lb vtani Uly, rL-:73bbr, a.43V 5 JUII a eUc 1 Ivu, ere uwubu,es, u,V. I ue muy ,u Iu;Du.vW LUG I rnya I I D:193QG W BBpX3j R187ze0m7kz5?ad-hG W X3ekVAtNPLRMCmV3Os7QW Yu_ynYL6sXiOT8ypGnu r1-4-q 5-11-1 9=6-9 15-0-0 19-10-0 24-8-0 30-1-7 33-8-15 39-8.0 Al-0-Q t-4-0 5-11-1 3-7-9 5-5-7 4-10-0 4-10-0 ' S-5-7 3.7-9 5-11-1 1-4.0. Sca = le: :1:75.1 6.00 12 5x6 T _ 5x6 3x4 — 5... 19 6 20 7' 5x6 i 18 2i x6 5 . 4':. 8 .. m d 2x4 z: 2x4 = 3 9 17 _. 22 . 2 16 14' 23 24 12 0 11 cov dmI 1 7x8 =. 4'x8 _ 4x8 - B _ 4x6 = 7 x — Iv o . o .. .. .' :' 4x8 \` :. :. 4z8 11 ST1.5x8 STP = ST1.5x8 STP = 5x12 3.00 12 .. ...: 5x1.2 �.. 8-8-0 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)-- [2:0-0-3,1-11-7]; [2`0-3-7,Edge], [4:0-3-0,0-3-0]; [5:0-3-0,0-2-0], [7:0-3-0;0-2-0], [8-.0-3-0,0-3-0], [10;0-0-3,1-117],[10:0-3-7,Edge],.[12:0-3-8,0-5-0], [16:0-3-8 0-5-0] LOADING (psf) "' SPACING- ..2-0-0 CSI. ..: DEFL. in (loc) Vdefl Ud : PLATES GRIP . TCLL 20.0 . Plate Grip DOL, 1.25 TO - .0.83 Vert(LL), 0.48 13-15 >975 246 :. MT20 244/190. TCDL 7.0 Lumber DOL . 1.25 BC... 0.81 . Vert(CT) -0.84 13-15 >560 180 _ BCLL' 0.0 ' Rep Stress lncr YES.,' WB 0.53 Horz(CT) 0.48 10 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 or 5-0-14 oc bracing. 14-16,12-14s 2x6 SP.No.2 WEBS 1 Row at rriidpt . 4-15, 8-13, WEBS 2x4 SP N6.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=078-0, 10=0-8-0 Max Horz,2=335(LC 9) Max Uplift -2=-81 O(LC 10), 10=-81 O(LC 1:0) Max Grev 2=1791(LC 15), 10=1791(LC 16) FORCES. , (Iti) .- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP -CHORD 2-3=-57013/2964; 3-4=-5526/2858, 4-5=-3211/1:882, 5-6=-2872/1788, 6-7=-2776/1788, 7-8=-3105/1882; 8-9=-5278/2858, 9-10=-5465/2964 " BOT CHORD 2-16=-2507/5375,:15-16=-2095/4637; 13-15=-1368/2990, 12-13=-2095/4197; 10-12— 2507/4901 WEBS 4-16— 587/1599, 4-15=-1857/965,:5-15=-495/1140, 7-13=•495/1148, 8-13=-1751/965, - 8-12=7587/1485, 6-15=-332/201, 6-13=-332/201 NOTES- 1) Unbalanced roof live' loads have been considered for this design. .. ' 2) Wind: ASCE 7-16;.Vult=160mph (3-second gust): Vasd=1 24mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ff; L=40ft; eave=5ft; Cat. II; Exp C; Encl.,.GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4-0.to 2-7-10, Interior(1) 2-7-10 to.ii-0-6, Exterior(2R) " 1:170-6 to 18-11-10, Interior(1).18711-10 to 20-8-6, Extedor(2R) 20-8-6 to 28-7-10, Interior(.1).28-7-10 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 QOL=1:.60'plate grip DOL=1.60i 3) Building Designer / Project engineer responsible for.verifying applied roof live load, shown covers rain loading requieenlents specific . .... to the use of this truss component. 4) Provide adequate' drainage to prevent waterponding. 5) This truss has been designed for a 10.6 psf bottom chord live load nonconcurrent with any other 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 other members; with BCDL = 10.Opsf. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSVT..PI 1 angle to grain formula. Building.designer should verify . capacity:of bearing surface. "- "' Joaquin Velez 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=lb) MiTek USA, Inc. FL Cart:6634 2=816; 10=810. - - - .. as a East Blvd T 6904:.arke Tampa FL . ..a August 10,202 ...:Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK 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 foran individual building component, riot: ,� a truss system. Before use, the building designer must verify the applicabili_ry 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 MOW. is always. repuired for stability and to prevent collapse:with possible personal Injury and property damage. For general guidance regarding the fabrication, stprage; delivery, erection and bracing of. trusses and truss systems, see ' . : ANSIITP11 Quality Criteria, DSB-89 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 aty: : , Ply 1820 D 3CAR BLK. NO, HS t � :. T2 4980467 2866225 A05..: SPECIAL .' - Job Reference (optional) buuaers mrstsource tt-tant uay, t-Lj, tram coy, f-L o.vau s Jun z zucl Mi I eK Inausmes, tnc. i ue Hug to I u:oo:o i zuz r rage I ID:1930GW BBpX3jR1B7ieOm7kz5?ad-dfelTJmmiUd7blWbuw6sxYVr2iepFP8PKrB7XOypGns r1-4-Q 6-8-0 13-0-0 :19-10=0: 26-6-0 33-0-0 : 39.8-0 1-4-0 6-8-0 6-4-0 6-10-0 6-10-0 6-4-0 6-8-0 Scale - -:1:75.1: 5x6 = 6:00 12 ...... 3x4. _: 5x6 = 4 '17 18 5 19 206: 5x6 16 21 Sx6 m , 3 _. 7 15 22 - 1 2 7x13, 12 11 10. 48'= 8 I 9 cli Iv19 0 3x4 = 4x6 = 3x4 = 7x8 = o ST1.5x8 STP = • _ ST 1 5x8 STP 6x8 .. .. 3.00 F12 .. 6x8 �- 8-8-0 15-7-5 24-0-11 31-0-0 _ _ 39-8-0 8-8.0 6-11-5 8-5-6 6-11-5 8-8-0 Plate Offsets (X,Y)-- [2:0-5-9,Edge], [3:0=3-0,0-3-0], [4:0-3-4,0-2-0]; [6t0=3-4,0-2-0], [7:0-3-0,0-3-0], [8:0=5=9',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 :.0.89. 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 Inci• : YES WB... 0.76 . HOrz(CT),. • 0.57 8 n/a n/a . . BCDL 10.0 Code. FBC20201TPI2014 Matrix-SH 111/eight:,190 lb FT = 20 % , .. . .r B LUMBER- RACING - TOP CHORD .2x4 SP 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; No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 :. REACTIONS. (size) 2=0-870, 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) 7. FORCES.. (Ib) : Max. Comp./Max. Ten. - Ail forces 250 (lb) or less except.when shown. TOP CHORD 2-3=-4722/2949; 3.-4=4466/2806, 4-57:-2924/2005, 5-6=-2924/2005, 9.7=-4466/2806, 7-8=-4722/2949 BOT CHORD 2-14=-2492/4840,:13-14=-1444/2714, 11-13=-1702/311.0, 10-11=-1444/2714; 8=16= 2492/4222 WEBS 3-14=-282/338, 4-14=-985/1859, 4-13=-142/522, 5-13=-394/275; 5-11=-394/275, 6-11=-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 7-16;.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)--1-4.010 2-7-10, Intedor(1) 2-7-10 to.9-0-6, Exterior(2R) " 9-0-6 to 16-11-10, Interior(:1) .16-11-10 to 22-8-6, Exte6or(2R):22-8-6 to 30-7-10, Intedor(i).30-7-10 fo 37-0-6, Exterior(2E):37-0-6 fo : 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 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.Op6f on the bottom chord in all areas where a rectangle 3-6-O.tah by 2-.0-0 wide " will fit between the bottom chord and any other members.. " 7) Bearing at joint(s) 2,'8 considers parallel to grain value using ANSVTPI 1 angle to grain formula., Building designer should verify capacity of bearing surface. Joaquin Volk PE No,69192 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) : : M[Tek USA, Ir)c, FL Cart 6634 2=810, 8=810. ..... . . . .. . . ... . . ' East Blvd. Ta 6904Pat1ce mpa FL 33610 ; a e• :.. ugusf10,2021 :d WARNING - Verify 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 foien 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 4Prk� 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 : ANSV7Pll Quality Criteria, DSB-89 and BCSI Building Component . :. 6904 Parke East Blvd. Saletylnformation 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 , T24980468 2866225.. A06.... SPECIAL 1 1 Jab Reference (optional) tsuuaers mrsnbource triann any, r-u), riani ary, rL - 50oo/, c.43u s uun z zuz t nru t eK tnuusmes, inc. t ue rwg i u r uaoaz zuz t rage i . ID:193QGW BBpX3jRl87ze0m7kz5?ad-5rCghfmOTol—Dv5nSdd5Ul2?66?w—vuYZVxg4TypGnr 17_p-0 28 8 0 33 g1-p.q' 1-4-0 5-11-1 5-0-15 . 6-0.0. 5-8-0 6.0-0 5-0-15 5-11-1 1-4-0 .. .. le.-1:73.6 :. Sca — ..... 6x6 — 2x4 II ,' ...: 5x6 = Sx6; — . 4 " 18 19 5 6 20 21. : 7 . 6.00 12. 2x4 � 17 22 2x4 cv 3: 8 CO.. 16 23 m 2 15 :. 1q': 12 11 salm 13 1 7x8 =. 4x8 = 4x4.,. _ 9 a 10. ]v zz o 5x8 = 7 — .. - o... ST1.5x8 STP = ST1.Sx8 ST p= 6x8 3.00[12 .... . .6x8 Zz Zz ` 8-8-0 16-10-11 22-9-5 31.0-0 39-8-0 8.8-0 8-2-11 5-10-11 8-2-11 8-8-0 Plate Offsets (X;Y)--' [2:0-5-9,Edge), [4:0-3-8,0=2-41, [6:0-3-0 0-3-0), [7i0-3-8,0-2-4} [9:0-5-9,Edgej' LOADING (psf) SPACING- 2-0-0 ' CSI. DEFL. in (Ioc)' I/defl Lid ;PLATES GRIP TCLL 20:0 ..: Plate Grip DOL. 1.25 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) 10.9712-14 >481 180 BCLL .. 0.0 Rep Stress Incr YES WB . 0.54 . HOrz(CT) . 0.57 9 n/a ri/a . . BCDDL' 10.0 Code. FBC2020/TP12014 ' ' Matrix-SH ght:.209 Ib FT = 20%. . .Wbi ....... . LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD' ' : :Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except BOT CHORD. Rigid ceiling directly applied or.3-11-8 oc bracing. ' 13=15,11-13: 2x6 SP.No.2 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=-253(LC 8) Max Uplift: 2= 810 LG 10), 9= 810 LC 10 "' Max Grav'2=1533(LC1),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=-44.55/2724; 4-5=-3991/2570,:5-6=-3991/25711 6-7=-3994/2572,.. 7-8=-4455/2724:8-9=-4675/2926 - BOT CHORD 2-15=-2472/4227, 14-15=-1709/3153, 1,2=14= 21'49/4007, 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, loads have been considered for this'desigh. 2) Wind: ASCE 7-i6; 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 Extedor(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to:7-0-6, Exterior(2R) 7-0-6-to 1'4-11-10, Interior(1) 14-11-10 to 24-8-6, Exterior(2R) 24-8-6 to 32-7-10, Interior(1) 32-7-.10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0zone;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 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) Bearing at joint(s) 2, 9 considers parallel to grain value. using ANSI/TPI 1 angle to gram formula. Building designee should verify .. . Capacity of bearing, surface. - - - 8) Provide mechanical connection (by others) 'of miss to bearing plate capable Of: withstanding 100 lb uplift'at joint(s) except (jt=lb) Joaquin Vela PE;No.66192 2=810, 9=810:. • MiTek USA, Inc, FL Cert6634 East Blvd. Ta33610 Parke mpa ..FL . Date: .. August 1'0 2021 ' ..:Q WARNING - Verify 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 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 MOW Is always.repuired 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 : ANSVTP11 Quality Criteria, DSB-89 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 NO, HS . T r .... . . .... T24980469 2866225 A07.... SPECIAL 1 1 ..: .' Job Reference o tional builders i-irst5ource (mant tilty, l-L), : Nlant city, t-L - 33b67, b.43U s Jun 2 2u21 MI I eK maustneS, Inc. I ue Hug 1 U 1 U:bb:b3 2U21. rage 1 - IDi193QGW.BBpX3jR187zeOm7kz5?ad-Zi m2u2nOE6tgg2gz?K8K1 zbCLW RnjMgin9gEcvypGnq r1-4-q:. 4-6-5 9-0.0 : :. " : 15-10-8 23-g-g 30-g-0 :.35-1=11 39.8 0 Al 0 Q 1 00 4-6-5 4-5-11 6-10-8 7-10-15 6-10-8 4-5-11 4-6-5 . 1-4-0. .. ... . ... .. Scale:_:1:73.6 ' 5x6 = 5xB = 3x4 = .. — 6.00 12 .. 4 . . '21 .. 2223 . .5. . ..... 6 2425.... 26 .75x. .... . . 3x4 3x4 -z�- w 0 20 3 .. .. 827..: 19 28 W 1 2 ... -17 16 " ;_ .. 1514 - :13 12 9 i0 m�a 0 18 .5x6 = ' 3x4 = .. .. 3x6 = 3x4 = 5x6 = 11 Io . ST1.5x8 STP= 2x4:11 3x4 = 2x4 II. ST1.5x8 STP- 4x6 3.00 12 4x6 zz 4-8.0 12-8-0 12- -14 19-10-0 26-0-0 31-0-0 35-1-11 39-8-0 4-6-5 4-1-11 .4 _O 0- -14 7-1-2 6-2-0 5-0-0 4-1-11 4-6-5 " Plate Offsets (X,1)-- [2:0-3-14,Edge]; [4'0-3-0,0-2-0], [6:0-4-0,0-3-0]; [7:0-3-0,0-2-0], [9:0-3-14,Edge] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0. Plate Grip DOL. .1.25 TIC .0.78 Vert(LL) : - 0.21 15-16 >745 240, . " MT20 2441190 TCDL : 7:0 Lumber DOL ':1.25 BC .0:50 Vert(CT) 0..1715-16 >943 180 BCLL .. 0.0 ` Rep Stress Incir , NO WB, 0.57 . Horz(CT) 0.03" 9 n/a ri/a BCDL 10.0 Code, FBC2020rrPI2014 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 Nd.3 • 6-0-0 oc. bracing: 15-16,13-15: WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP N6.3 REACTIONS..' All bearings 0-8-0 except Qt=length) 16=0-4-0, 13=0-4e0: (lb) - Max Horz 2=-212(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 2=-3i2(LC 10), 9=-326(LC 10), 16=-675(LC 10), :13=-703(LC 10) Max Grav: All reactions 250 lb or less. at joints) except 2=461(LC 1. 5), 9_538(LC 16), 16=1106(LC 19),:13=1162(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, 5-6= 74/688, 6-7=-307/675,7-8=-470/228, 8-9_ 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, 9-11=-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=7487/295, 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= 1 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 6=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.5-0-6, Exterior(2R) 5-0-6 to 12-11-10, Intedor(1) 12-11-10 to 26-8-6, Extedor(2R).26-8-6 to 34-7-10, Interior(1).34.-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 loadshowncovers rain loading requirements specific to the use of this tress 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) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSIfTPI 1 angle td grain formula.. Building designer should verify - . capacity.of Bearing surface. Joaquin Velei PE:Np,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 Cert6634 joint 9; 675 lb uplift at joint 16 and.703 lb uplift at joint 13. :6904Parke East Blvd. Tampa FL 33610 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 review1oads to verify that ' they are correct for the intended use of this truss. p. r Date: " 10) In the LOAD CASE(S) section, loads applied;to"the face of the truss are noted as front (F) or back (B)., ..August 10,2021 " inued on oaoe .. WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MIT EK 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 passible 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, DSB-99 and SCSI Building Component . :. 6904 Parke East Blvd, Safety Information available from Truss Plate Institute,.2670Grain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, : Ply 1 B20 D 3CAR BLK NO, HS ... r i . .. . .. T24980469 2866225 A07. .' SPECIAL 1 1 ....: . Job Reference (optional) ewiaers t rstbource (runt u1y, t-L), runt L;ny, rL - aabti a.43u s uun z zuzi Mi I eK Inaustnes, Inc: I ue Aug I U 1u:55:53 zun. rage z :..... I D:193QG W BBpX3j R187zeOm7kz5?ad-Z1 m2u?n0E6tgg2gz?KBK1 zbCLW RnjMgin9gEcvoGnq LOAD CASE(S)_Standard Except: :. , , . .. . 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54; 7-10- 54, 2-17=-20, 12-17=-20; 9-12=-20 4) Dead +.0.6 C-C.Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform :Loads (plf) Vert: 1-2=105, 2-19=59, 1920=47, 4-20=70, 4-22=70, 22-25=47, 7-25=70, 7727=70, 27-28=47, 9-28=59, 9-10=105, 2-17- M 16-17=-10, 13-16=20(F=30), 12-13=-10, 9-12==10 Horz: 1-2=-113;.2-19=-67; 19-20=-5614-20=-78,.7-27=78, 27-28=56, 9-28=67,.9-10=113 5) Dead.+0.6 C-C.Wind (Neg. internal) Case 1: Lumberincrease=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-4=-41, 4-7= 41,7-9==41,.9-10=3, 2-17= 20, 16-17=20,,13-16=10(F=30), 12-13=-20, 9-12=-20 Horz: 1-2=-17, 2-4=27,:7-9= 27, 9-10=17 6) Dead + 0.6 MWFRS Wind (Pos: Internal) Left: Lumber Increase=1.60, Plate Increase=l'.60: Uniform Loads (plf) " " Vert:.1-2=42, 2-4=13, 4-23=45,-23-26=26, 7-26=16, 7-9=31, 9-10=21, 2-11=-10, 16-17=-10; 13.16=20(F=30), 12-13=-10, 9-12=710 Horc::1-2=-50, 2-4=-22, 7-9=39, 9-10=29 7) Dead:+0;6:MWFRS Wind (Pos. Intemal) Right::Lumber Increase=1.60,:Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 24=31; 4-21=16, 21-24=26, 7-24=45, 7-9=13, 9-10=42, 2-17- 10, 16-17- 10, 13-16=20(F=30), 12-13=-10, 9-12=-10 Horz: 1-2= 29, 2-4=-39, 7-9=22, 9-10=50 :. .... . 8) Dead +.0.6 MWFRS Wind (Neg. Internal)- Left: Lumber Increase=1.60,. Plate: Increase=1.60 Uniform .Loads (plf) Vert: 1-2=-26, 2-4=-36, 4-7=-16, 7-9=5, 9-1.0=15, 2-17=-20, 16-17=-20, 13-16=10(F=30y, 12-13= 20, 9-12=-2.0 Horz: 1-2=12, 2-4=22, 7-9=19, 9-10=29 9) be -ad +0.6 MWFRS Wind (Neg. Intemal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-4=5, 4-7=-16; 7-9=-36,•9-10=-26, 2-17=-20, 16r.17=-20, 13-16=10(F=30), 12-13=-20, 9-12=-20 Horz:'1-2=-29, 2-4=-19, 7-9=-22, 9.10=,12 1.0):Dead+0.6 MWFRS Wind (Pos, Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60' Uniform Loads (plf) 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: Horz:.1-2=-82, 2-4=-54, 7-9=54, 9-10=82 ...... . 11) Dead + 0.6 MWFRS Wind (Pos. Intern' al) 2nd Parallel: Lumber Increase=1.60; Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-4=16,:4.-7=16, 7-9=16, 9-10=45, 2-17=-10, 16-17=-10, 13716=20(F=30), 12-13=-10, 9-12=-10 Horz: 1-2=-53; 2=4- 25; 7-9=25, 9-10=53 12)'Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) . :.Vert: 1-2- 5, 2-4=-16, 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 - :13):Dead + 0.6 MWFRS Wind (Neg..Internal) 2nd Parallel- Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf), Vert: 1-2=-5, 2-4=-16, 4-7=-16, 7-9=-16, 9-10==5; 2-17=-20, 16-17= 20, 13-16=10(F=30), 12-13- 20, 9A2=-20 Horz: 1'-2=-9, 2-4=2, 7-9=-2; 9-1.0=9 15) Dead + 0.75 Roof Live (bal.) + 0.75(6.6 MWFRS Wind (Neg. Int).Left): Lumber Increase=1.60, Plate Increase=1.60 :Uniform Loads (plf) Vert: 1-2=-53,,2-4=-6114-7=45, 7-9=-30, 910=722, 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 (plf) " ..Vert:.1-2=-22, 2-4=-30, 4-7=-45; 7-9= 61, 9-10=-53, 2-17=-20,.16-..17=-20, 13-16=61(F=81)„ 12-13=-20, 9-12=-20 Horz: 1-2=-22, 2-4=-1.4; 7-9=-17, 9-10=-9 .. 17)'Dead +0.75 Roof Livd.(bal..)+0;75(0.6 MWFRS Wind (Neg. liit) 1st Parallel): LUm.ber•Increa'se=1.60, Plate Increase=1.60' Uniform_ Loads (plf) Vert: 1-2= 37, 2-4=45, 44=-45, 7-9=45, 9-10=-37, 2-17=-26,' 16=17=-20, 13-16=61(F=81), 12=13=-20, 9-12=-20 .Horz:1-2=-7, 2-4=1, 7-9=-1, 940=7 .18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MW FRS 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, 9-1 2- 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 Mil-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 properly incorporate this design into the overall: • building.design.. Bracing Indicated is io prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITe'k• Is always, required for stability and to prevent collapse:with passible personal injury and property damage. For general. guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see , . : ANS11TP11 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 a Truss Truss Type Cry ; Ply 1820 D 3CAR,BLK NO HS T24980470 2866225 A08. SPECIAL 1 1 . . ... Job Reference (optional) liUlltlerS I-Irstsource (Plant Glty,:t-L), : F1ant Glty, t-L - 33bbr, 1s.43U s Jun 2 zu21 mi I eK mauslneS, inc- I ue Aug 1 U 1 u:bb:b4 2U21- rage 1 ID:193QGWBBpX3jRIB7zeOm7kz5?ad-i DKQ6Loe?P?hSCFAZ2fZZA7Mrvh6Sj.l,rOpQnBLypGnp ri-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 ¢1-01 - 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. Scale:=:1:73.6 5 _ 3x8 = _ 4 _ 2x4 11 .5x6 = 5x12 — 6.00 12 3x — ... . 5x6 3 18.. 19 4 2021 22 5: 23.: 24 6 25 7 26:.: 827 28 29 g TH .... N �1 2. -17- 16 14 13 .. 12 10 11 30 31 32 33 34.. 15 35 36 37 38 39 40. . 1 0 5z8 6x8 = 3x6 = 6z8 = : 5xl2:= 6 ST1'.5x8 STP = .. . - 3x6 3x8 = x P — ST1 5 8 ST . Sx6 3.00, 12 7-1-8 12-3-1 12 -0 '19-1%0 : 26-2-0 - 26 -5 32-6-8 39-8.0 mi 7-1-8 5,1-9 0- -15 7-4-0 6-4.0 0-1-5 6-3-3 7-1-B Plate Offsets (X,1)-- [2:0-0-10,Edge]; [3-0-3-0,0-2-0], [4:0-3-8,0-1-8]' [7:0-3-0,0-3-0], [8:0-3-8,0-2-8], [9:0-4-0,0-2-8], [10;0-4:7,Edge], [12:0-8-0,0-0-8]; [13:0-3-8,0-3=0], [16i0-3-8;0-3-0],[17:0-5-8,0-0-8]' LOADING (psf) . SPACING- 2-0-0 CSI.:... : . DEFL. in. (loc) Udefl Ud .... PLATES GRIP. TCLL 20:0 : Plate Grip DOL. :.' 1.25 TO .0A6 Vert(LL) 0.24 14-16 >709 240 MT20 244/190 TCDL ::7.0 Lumber DOL:.: 1.25 BC:.: 0.87 Vert(CT) ; 0.27.14-16 >635 180 BCLL 0.0 Rep Stress Incr NO.. ; WB 0.94 Horz(CT) 0.07 10. ; n/a. n/a BCDL: 10.0 Code FBC20201TP12014 Matrix-SH Weight: 179 lb FT = 20% LUMBER,. BRACING- TOP CHORD. 2x4 SP No.2 `Except* TOP CHORD. Structural wood sheathing directly applied or 3-2-6 oc.p6rlins. 7-9: 2x4 SP. No.i BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing: BOT CHORD 2x4 SP No..2 : _' ; WEBS 1 Row at midpt 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. (lb) - Max Hm :2 17.1 (LC 6) Max Uplift , All uplift 100 lb or less at joint(p) except 2=-362(LC 8), 10==445(LC 8), 16=-1709(LC 8), 13=-1849(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=602(LC 1), 10=700(LC 1), 16=2275(LC.1), .t3=2378(LC 1) FORCES. (lb) - Max. Conip./Maz. Ten. - All forces 250 ;(Ib) or less except when shown. ' TOP CHORD 2-3=-1151/341, 3-4=-933/356, 4-5= 632/1043, 5=6=-775/1231, 6-7= 775/1231, 7-8=-706/1076, 8-9=-1294/649,-9-10— 1549/671 BOT CHORD. 2-17=-205/984, 16-17=-1.043/843,:14-16=-548/221, 13-14=465%i79, 12-13= 1077/936,. . 10-12=-455/1346 .. .... . .. .. WEBS 3-17=-1471318, 4-16=-1312/942, 5-16=71420/1451, 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=-140812480 NOTES- 1) Unbalanced roof Ime loads have been considered for this design. 2), Wind: ASCE 7-16; Vult=160mpn{3-second gust) Vasd=124m0h; TCDL=4.2psf; BCDL=5.00sf; h=15ft; B=45ft; L=40ft;.eaVe=5ft; Cat. ll; Exp C; Encl., GCpi=0.1.8; .MW FRS (directional); .L.umbbe 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 poncling. . . .. . . 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 220-0 wide will fit between the bottom chord and any other members. • • . 7) Bearing at;16 t(. );2, 10 considers parallel, to:g�ain value using ANSI/TPI 1 angle to grain formula. Bui]ding:designer should verify Joaquin Velei PE No,681 82 capacity:of bearing surface. .8) Provide mechanical connection (by others) of truss.to bearing plate capable of withstanding.362 lb uplift at joint 2, 445 lb uplift at MiTek USA, Inc. FL C.ert 6634 joint 10, 1709 Ib uplift at joini.l6 and 1849 Ib uplift at joirrila : 6904Parke East Blvd. Tampa FL 33610 .: 9) Load case(s) 4, 5, 6,.7, 8, 9, 10, 11, 13, 14, 15, 16 has/havebeen modified. Building designer must review loads to verify that they Date: are correct for the intended use of this truss.. AUgUSt 10,2021 :ontinued .. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT EK 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 io 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:wilh 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, 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 a Truss Truss Type Qty. . , . Ply 1820 D 3CAR BLK NO. HS r I T24980470 2866225 A08...: SPECIAL Job Reference (optional) ttwlaers I-ustsource (mant uty, I-u), . Flan Lofty, rl-- :tsbti/, d.43U s dun z zun MI I eK Inaustnes, Inc. I ue Nug 1u 1 U:bb:bb zun rage z .. . :....: ID:193QGW BBpX3jRlKze NOTES- 0rn7kz5?ad-VQupJhpGmj7Y4MgM71Ao60gXbJOLBAH?FT9Lgoypt3no 10) Hanger(s) or other connection device(s)-shall be provided sufficient'to -support concentrated loads) 175 lb down and 159 lb up at; 7-0-0; 111 lb down and 197 lb up at :9-0-12, 111 lb down and 197 Ib up at 11-0-12, 111 lb down and 197 Ib up at 13-0-12; 111: lb down and 197 lb up at ;15-0-12, 111 lb down and 197• lb up at 17-0-12, 111 ' . Ib down and 197 lb up:at- .19-0-12, 111 lb down and 197.Ib up at 20-7-4, 111 lb down and '197 lb up at 22-7-4, 111' lb down and 197 lb up at 24-7-4,: 11 11b down and 197 . . . lb up at 26-7-4, 111.Ib down.and 197 lb up at 2&7-4, and 111 Ib down and 197 Ib.up at 30>7-4, and 175 lb down.and 356 lb up at 32-8-0 on top ch'ord,:and 353 lb down :. ... and 128 Ib:up at: 7-1-12, 92 lb down.at. 9.-0-1:2; 92 lb down at 11-0-12; 92 lb down at 13-0-12, 92 Ib down at 15-0-12, 92 ib down at- 1770-12, 92 lb down at 19-0-12; 92 lb dowh"at-20-7-4, 92 lb down at 22-7=4, 92 lb'down at 24-7-4, 92 lb doWri at: 26-7-4, 92 lb down; at. 28-7-4, and 92 lb down at ;3077-4, and 353 lb down and 128 lb up at 32-6-4 on•bottorrl chord. The design/selection'of such connection device(s) is the responsibility of others: :11) In the LOAD CASE(S) section, loads applied to the face:of the truss are noted as front:(F) :or back (B). LOAD CASE(S) Standard .." "' 1) Dead+ Roof Live:(balanced): Lumber In6re6se=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 (lb) Vert:3=-175(B) 7- 111(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) 27=-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). 0=r46 4) Dead:+0.6:MWF9S Wind (Pos. Internal) 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, 16717=-10, 13-16=49(F=59), 12-13=-10, 10-12=-10 Horz: 1-2=-50, 2-3=-22, 9-10=39, 10-11=29 .. .. .Drag: 3-4= 0, 8-28=0, 9-28=0 . Concentrated Loads (lb) Vert: 3=130(B) 7=156(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(9)31- 23(B);32=-23(B) 33=-23(B)34==23(B)35=-23(B) 36=-23(13):37=-23(B) 38=-23(B)39=-23(B)40=--23(B) 5) Dead+0.6 MWFRS Wind (Pos. Internal) Right: Lumber. Increase=1.60, Plate Increase=1:60 On-iform Loads (plf) :. .... . Vert: 1-2=21, 2-3=31, 3-19=16, 8-19=26, 8-9=45, 9-10=13, 1.0-11=42,.2-17=-10, 16-17=-10, 1$-16=49(F=59), 12-13- 10,: 10=12=-10 Horz: 1-2=-29, 2-3=-39, 9-10=22; 10-11=50 Drag: 3-19=-0, 4-19=-0, 8-9=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(6) 20=156(B) 22=156(B) 23=156(B) 24=156(B) 25=156(B) 26=156(B) 27=136(B) 28=136(B)29=136(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(B)40=-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, 10-11=1.5; 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:(Ib) 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=1.97(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=-1.3(B) 39=-13(B) 40_ 13(B). . . 7) Dead '+ 0:6 MWFRS Wind (Neg. Internal) 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(8)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(B)33=-13(B) 34=713(B)35=-13(B)36=-13(B):37=-13(B)38=-13(B) 39=-13(B)40=713(B) 8) Dead +0.6 MWFRS Wind (Pos: Intemal) 1st Parallel:: Lumber Increase=1.60, Plate:ldcrease=1.60 Uniform Loads (pit) ... 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, 10-11=82 Drag: 34=-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= 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(B) 40=-23(B): .. 9) Dead +0.6.MWFRS Wind (Pos. Internal).2nd Parallel: Lumber Increase=l'.60, Plate Increase=1.60.. .. . Uniform Loads(plf) Vert: 1-2=45, 2r3=16, 3-9=16, 9-10=16, 10-11=45, 2,17=-10, 16-17=-10, 13r16=49(F=59), 12-13=-10, 10-12=-10: :. Horz: 1-2=-53, 2-3=-25, 9-10=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(B) 27=165(B) 28=.165(B) 29=166(B)3b= 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(B) 40=-23(B) 10) Dead + 0.6 MWFRS. Wind (Neg. Internal) 1st Parallek.l umber Increase=1.60, Plate lncrease=1.60 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 Concentrated Loads (lb) Vert: 3=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(6) 22=197(B) 23=197(B) 24=197(9):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 +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 tinued on oaae 3 ....:A 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 fog 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 'and ' MiTek• is always. required for stability and to prevent collapse; with possible personal Injury property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see , . ' ANS11Tpll Quality Criteria, DSB769 and BCSI Building Component. :. Parke 6904 East Blvd.: East Satetylntormation' available from Truss. Plate Institute, 2670 Crain Highway, Suite 203'Waldorf, MD 20601 Tampa, ' Job Truss Truss Type sty; Ply 1820 D 3CAR BLK. NO, HS r .-T24980470 2866225 A08. SPECIAL . 1 1 ....: . Job Reference (optional) Builders rlrstbource (Plant Llty, I-L), . Plant tarty, FL - 33567, :: 8.430 s Jun 2 2021 Mil ek Industries, Inc: lUe Aug 10 10:55:55 2021- Page 3 ID:1930G W BBpX3j R187ze0m7kz5?ad-VQupJhpGmj7Y4MgM71Ao60gXbJOLBAH?FT9LgoypGno LOAD CASIE(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 . Concentrated Loads (lb) Vert' 3=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=197(B)24=197(B)25=197(B)26=197(B) 27=197(B) 28=197(B) 29=197(B) 30=-13(13) 31=-13(13) 32=-13(B)33=-13(B) 34=-13(13)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.)+0.75(0.6 MWFRS Wind (Neg.-Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53,-2-3=-61,3-9=-45,9-10=-30;10=11=-22,2-17=-20,16-1.7=-20;13-16=24(F=44),12-13=-20,10-12=-20. Horz: 1-2=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(B) 35=-13(B) 36=-13(B) 37=-.13(B) 38=-13(B) 39= 13(B) 40=-13(B) 14) 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 (plf) Vert: .1 -2=-22, 2-3=-30, 3-9=* 45, 9-10=,61, 10-11=-53, 2-17=-20, 16-1:7=-20, 13-16=24(F=44), 12-13= 20, 10-12=-20 Horz:.1-2=-22, 2-3=-14, 9-10_-1,7; 1,0-11=-9 Concentrated Loads (lb) Vert: 3=-19(B) 7=145(B) 9=262(B) 17=76(B) 15=-13(13) 12=76(B) 18=145(B) 19=145(13) 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) 3.1=-13(13) 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) 1 stParallel): Lumber Increase=.1.60, Plate Increase=1.60 Uniform. Loads I (P fl 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(B) 30=-:13(B) 31=-13(B) 32=-13(13) 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 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int).2nd Parallel): Lumber Increase=1.60; Plate Increase=1.60 Uniform Loads I (P 0. Vert: 1-2=-37,;2=3=-45',3-9= 45, 9-10=-45, 1.0=11=737,.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 (Ib) 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=713(B) 33--13(13) 34=-13(B).35 --13(B) 36=-13(B) 37=-13(B).36=7'13(B) 39=-13(B) 40=-13(B). q. ...:© 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 MiTekO 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 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,re.quired for stability and to prevent collapse;with possible personal injury and property damage. For general guidance regarding the ... .... fabdcation', storage; delivery, erection and bracing of trusses and truss systems, see . : ANSYM11 Quality Criteria, DSB-89 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 City, Ply 1820 D 3CAR BILK NO. HS :. t T24980471 2866225 A09.. .. SPECIAL 1... 1 Jab Reference (optional) t ylOers Hrstbource (F lant:Glty,:hL), : Flan Glty, I-L- 33bb 1, :: 6.43U s Jun Z 2U21 Mi I eK Industries, InC: I Ile Aug 1 U 1 U:bb:b6 2U21. Pagel ID:193QG W BBpX3j R187ze0m7kz5?ad-_cRBX1 quX1 FPhW PYhThl ebDhlj LewgLBT7vuDEypGnn r1=4-Q= = 6-8.0 13-0-0 19.10.0 21-0-Q 23-10-0 26-8.0 , 31-0-0 33=0-0:,':. 39-8-0 91-0-Q 1-4-0 . 6-8.0 " 6.4-0 6-10-0' 2- 2-10-0 2-1.0-0 4.4-0 2-0.0 6-8-0 1-4.0. q. Sca -'1:7 . 6 6 le:- .: 3x6 5x6.= 5x6 7 7x8• - 6.00 F12 3x4 4 8 . 1 22 6 : 3x6 5x6 .. 20 9 5x6 J m 3 10 1923 16 14 '13 INC?: m p 17 16 15 � o 0 1 7x8 3x4 = 4x6 = 3x4 = 3x4 = 7x8 = 10 . 11 .. 12 ST.1.5x8. STP = ST1.5x8 STP = : 6k8 3.00 12 6x8 . 8-8.0 15-7-5 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 8-8.0 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 (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES. GRIP TCLL 20:0...: Plate Grip DOL....:.1.25 TC- D.89 Vert(LL) ..0.55.16-17 >848 240 : ...: MT20 244/.190 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 r1/4. BCDL 10.0 Code. FBC2020/TP12014 Matrix-SH V1leight: _207 lb FT = 20%, , LUMBER- BRACING- TOP CHORD .2x4 SP No.2 `Except` TOP CHORD' :Structural wood sheathing directly applied. Except: . 3-4,8-:10: 2x4 SP M 31, 1-3,10712: 2x4 SP No.i 1 Row at midpt 6-8: BOT CHORD 2x4 SP No.2 .`Except` BOT CHORD Rigid ceiling directly applied or2-2-0 oc bracing:' 2-18,11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.9 ; Right: 2x4 SP No.3 ..' REACTIONS. (size) 2=0-8-0,.11=0=8-0 .... . . ..... . . Max Horz,2=351,(LC 9) Max Uplift.2=-810(LC 10), 11=-810(LC 10) ax rav 2=1533 1 , 11=1533 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=r2921/1.929, 5-6=-2908/1848, 6-8=-2747/1725, 8-9=-3092/1920; 9-10=-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 -1 8=-279/338, 4-18=-989/1877, 4-17=-98/473, 5-17=:332/223, 5-15=-422/342, 8-15=-195/501, 8-14=-352/676, 9-14=-1317/724, 9-13=-564/1195 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 1-4-0.to 2-7-10, Interior(1) 2-7-16to.9-0-6, Exterior(2R) ... 9-0-6 to 16-11-10, Interior(l) ]6-11-10 to 21-0-7, Exterior(2R):21-0-7 to 23-10-0, Exterior(2E) 23-10-t7 to 26-4-1, Interior(.1):26-4-1 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 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall y 2-0-0 wide Will fit. between the bottom chord and any other members. 7) Bearing at,joirit(s):2, 11 considers parallel to:grain value using ANSI/TPI :1 :angle to grain formula. Building: designer should verify • : Joaquin Valk PE:No,68182 capacity of bearing surface. MiTak USA, Inc. FL Cart 6634 8) Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding.81.0 lb uplift at joint 2 and 810.lb uplift at East Blvd Ta .joint 11. ... p 9) Graphical purlin representation.does not depict the.siie or the orientation of the purlin along the top and/or bottom chord.. • Date` Augu'st 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 MiTek6 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: • • buildingdesign.. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. -Additional temporary and permanent bracing MITPrK' 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, 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 T24980472 2866225 A10S SPECIAL 1 1 Jab Reference (optional) ' puliaerS Flfstb'ource (Plant L;lty, rL), Nlant Glty, rL - 33b6/, - - - 6.43U s Jun 2 2U21 fill I eK InauStneS, Inc. I Lie Aug 1 U 1 U:bb:bb 2UZ1 rage 1 _ D:193QGW BBpX3j R187zedrm7kz5?ad-w?Z odr92eV7x'qYxoukVk010sX1 fOdNRxRO?H6ypGnl r1.4-0 . 11=0-0 16.10.1 :-' :', 19-0.0 22.9.15 '23�1Ai0 :"28-8-0 31-0-0:,:33.8-15:, 39.8.0 - 1-4.0 5-11-15-0-15 5-10-1 2-1.15 3.9.15-0-14-10-0 2-4-0 •2-B-15 5.11-1 ' Sca — 5x6.='; _. 8 10i12 6xB = 2x4 I I. 5x6" i 4 5.. 25 7 :. 26 6.00 F12 4x4 .... .' 22 23 6 11 2x4 — 21 . ...: 2x4 W. .. of . 0 " 3 12 m 24 , 20 2 1943 18 16 15 14. . a m 1 o .. Bx10 = 17 4x8 = 5x8 =. m 4x4 = 4x4 = 7x8 = Ia .. - o ST1.5x8 STP = _ .: . ST1".SicB &TP.= 6zB % 3.00 .12 6xB Z . . .. . . " 31-0-0 .. 8-8-0 .. ',. 16-10-11 ..... 22-9-5 .. :.28-8-0 28-p-12 . 8-&0 8-2-11 5-10-11 .' 5-10.11 0. 12 .. .. 2-24 :. .. . 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,Edge], 113:0-5-9;Edge] 119:0-5-0,0-3-91 LOADING (psf) SPACING- 2-0-0 ' CSI. DEFL. in (loc) I/dell: Ud GRIP TCLL 20.0.... Plate Grip DOL.. .. .1.25 TC" :.0.92 ." Vert(LL) :. 0.61.16-18 >765 240 . .' :PLATES.' MT20 244/190 TCDL 1.6 :. Lumber DOL 1.25 BC -.0:90 Vert(CT) '' -0.96 16-18 >543 180 BCLL ". 010 ' Rep Stress Incr YES WB .. 0.54 Horz(CT)... 0.54. 13 n/a n/a BCDL 10.0 Code, FBC2020/TPI2014 Matrix-SH 1/ bight:.246 lb FT = 20%, , ' . LUMBER- 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 F. .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: 2x4 SP No.i JOINTS 1 Brace of :Jt(s):_ 7 ' WEBS 2x4 SP N6.3 WEDGE Left: 2x4 SP No.3 ; Right: 2x4 SP No.3 ... "' REACTIONS. (size) 13.=0-8r0, 2=0=8-0 Max Hori :2=345(LC 9) Max Uplift 13==684(LC 10), 2=-812(LC 10) Max Grev 13=1441(LC 1); 2=1535(LC 1) FORCES. ; (lb) .- Max. Comp./Max. Ten. -. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-46$5/3102; 3-4=-4489/2926, 4-5=-4129/2830, 5-6=-4128/2829, 6-7=-36,12/2512, 7-9=-3243/2255, 9-10=-3247/2258, 10-1.1=-3594/2387, 11-12= 4513/2860, 12-13=--4681/8005, 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=7174/271, 4-19=-764/1476, 4-1.8=-624/1082, 5-18=-577/518,.7-18=-281/569; 7-16=-33.3/327, 8-9=-71/281, 10-15=-496/944, 10-16=-504/824, 11-14= 575/1033, 11-15=-1056/643 . NOTES- . 1) Unbalanced roof live loads have been considered for this design.. 2) Wind: ASCE 7-16; Vult=160mph (3-6e6ond gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=45ft; L=40ft;.eave=5ft; Cat. ll; 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 7-04, Exteri6r(2R) " 7-0-6 to 14-11-10, Interior(1) 14-11-10 to 19-10-6, Exterior(21PI) 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 &;MW FRS 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 water ponding.. " " "' ' 51 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: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;othet members. Joaquin Velez 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 Cert:6634 capacity of bearing surface. " " " ' ' " 6904 Parke East Blvd. Tampa FL 33610 ; 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstand[ng:684 lb uplift at joint 13:a6d 812 lb uplift Date, ' = at joint 2. 9) Graphical purlinrepreisentation does not depict the size or the orientation of.the pLirlin along the top and/or.bottom-chord: August 10,2021 .. .� WARNING -Verify 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 fbi 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 - ' MOW 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 : ANS11TPII 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 r -'T24980473 2866225 A11 S ROOF. SPECIAL 1 1 • ... -Job Reference (optional) tiut0erS rlrst5ource (viant l;lty,tL), . - mans Gny, t-L - JJb6/, b.43u s dun Z ZUe. I NII 1 eK Inuuslnes, ,nc. i ue Aug to i u:ao:aa zuz r rage i 1 D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-OB7J92snpye_Yz77MbFkGErAxwNQ6—gaA57YpZypGnk rl-4-fd :':. 6.3-p g-p.p :' 17-p-0 .. 20.1-B 23-10=0 31 6-0 39-8-0 t-4-0 6-3-0 2.9.0 . 8-0.0. 3-1-8 .3-8-8 7-8-0 8.2-0 _.1:71.9 ' Scale = 5x6 7 .. 2x4 11 :. 5x6 6 23 ' 6x6 = 2 6.00 12 4 x8 2x4 8 ... 2021 3 18 . 24 m 17 v 14 16 9 4 w. 2 15 4x6' -. 1 5x6 = ��9 .3x4- Iv .ST.1.5x8 STP = 1 2 25 :. .. . 26 13 _ 3x6 ' Sx6 � 4x6 . 3.00 12 6x8 = .. . . 8.8-0 13-5-4 20-1-8 20• -0 29.6-4 39-8-0 8-8-0 4.9-4 6-8-4 0- -8 9-4-4 10-1-12 Plate Offsets (X,Y)--" [2:0-5-6,Edge], [4:0=4-0 0-2-81, [8:0-4-0,0-3-0], [12:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES.' GRIP TCLL 20:0_ - Plate Grip DOL .... .1.25 TC' :.0.96 Vert(LL) :-0.26.10-12 >879 240, MT20 244/-t90' TCDL 7:0 - Lumber DOL ' 1.25 BC - 0.93 Vert(CT) -0.42 . 2-16 >575 180 BCLL .. 0.0 ' - Rep Stress Incr . . 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 SPNo. 1. 3-3-0 oc bracing: 12-14 WEBS 2x4 SP No.3: WEBS i Row of rnitlpt. 7-12 .. REACTIONS.. (size) '2=0=8-0,-12=0-4-0, 9=Mechanical " Max:Horz 2=343(LC 9) Max.Uplift 2=-502(LC 10),-12=-637.(LC 10), 9= 362(LC 10) Max Grav 241NLO 15), 12=1781'(LC 15), 9=919.(LC 16) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250'(lb) 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=-193/351, 7-8=-1230/763, 8-9=-12l86M0 BOT CHORD 2-1.6=-1212/2280, 15r16=-861L18:12, 14-15=-459/748, 12-14=-1004/701, 9-10= 507/11.39 WEBS 3-16==273/281, 4-16=-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=160mph (3-second gust) V.asd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.1.8' MWFRS (directional) and C C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 5-0-6, Exterior(2R) 5-0-6 to 12-11-10, Interior(1) 12-11-10 to 19-10-6, Exteriof(2R) T9-10-6 to 27-9-10, Interior(1) 27-9-10 to 35-6-10, Exterioe(2E) 35=6-10 to 39-6-4 zone;C C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate g"rip'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 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..0psf on the bottom chord in all_a�eas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members, with BCDL=. 10.Opsf: 7) Refer to girder(s) for truss to truss connections. 8) Bearing at J.oint(s):2 considers parallel to.grain-value using ANSUTPI 1 angle to grain formula. Building designer should verify . capacity o bearing su .ace: ' , :.: .. . 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 1,2 and 3621b,uplift atjoint 9. .... ..... . Joaquin Velei PE:No,88182 MiTek USA, Inc. FL CeR:6834 • East Blvd Ta 6904 Pa a mpa .. 33. 10 ... a e• ugus Y 10,2021 .:Q WARNING - Verify 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 for an individual building component, not - �• a truss system. Before use, the building designer must verify the applicability of design parameters and piopedy incorporate this design into the overall: ra building.design.. Bracing Indicated is to prevent bucking 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 . ANSI/TPII Quality Criteria, DSB-89 and BCS/ Building Component . :. 6904 Parke East Blvd. - Saleryylnformation 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 r r T24980474 2866225 A24S.: .' ROOF SPECIAL GIRDER 1 1 .. ' Job Reference (optional) Builders rlrstSource (Piam dry, FL), . Plant ury, FL - 33567, 8.430 s Jun z 2021 iwi 1 eK industries, Inc. 1 ye Aug 10 10:56:01 2021 rage 1 ..... . ID:3xt?Yd6RbYnXO16Sf6ghjji4cnz-KaF4akt1 LZuioHHWTOHCLfwZgk6SayZtdPcfuRypGni t1-4-0 7-0-0 9-2-2 , 12 0 15-0-0 ,17-1=13, 20.1-8 30-11-8 23=10=0 35-4-2 39- 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 10 4-4-9 14 ' Scale=:1:71.9 .. 5x6 4x4:11 .. . 8 �. i 5x8 - 3x6 5x6 3x4 = 3x4 I I 5x6 -' 7. 10. 6.60 12 4 .... ..' 3 5 OE 2x4 5 .. 11 m ... 18 0 i1 " ...2 . 23 .- 22 21 19 7x10 27 m I12 N 6x8 ' o 4x8 = : 3x4 I' 4x4 = jl Io . 28 29, 15 14 ST7.5x8 STP — 8x12 = 17 16 13 ' 3x6 = — — x x Sx6 � 3x6 — 6 — 3x.8 \1 3.00 12 x8 — 7-1-8 9-10=0 11-8-0 15-9=4 20-1-8 20• -0 26.7-2 33-7-10- =' 39.8-0 7-1-8 2T_8 1-10-0 4-1-4 4-4-4 0- -8 6-5-2 7.0-8 6.0-6 Plate Offsets (X,Y)--- [2:0-1-15,1-2 13], [2:0-5-6,Edge] [3:0-6-0,0-2-81, [10:0-34,0-3-01, [20:0-3-0,0=4-% [23:0=4-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)' I/deft ' Ud PLATES GRIP TOLL 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;77 Vert(CT) -0.33 : 2-23 >738 180 BCLL 0.0: ' Rep Stress inch . NO W B.. - 0.70 . Horz(CT) . -0.04 16 n/a n/a . - - . - BCDL' 10.0 Code FBC2020/TP12014 _ Matrix-SH Weight:,230 lb FT = 20%. . - LUMBER- BRACING- TOP CHORD: -2x4 SP No.2 *Except` .. .' : "' :.' "' : : TOP CHORD:Structural wood sheathing directly applied or 2-6-11 oc pudins. 1-3: 2x4 SP No.1 BOT CHORD. Rigid ceiling directly'applied or.5-4-5 oc bracing. Except: BOT CHORD 2x4 SP No.2 'Except' " 6-0-0 oc, bracing: -16-18 2-23: 2x4 SP No-1';, 5-21: 2x8 SP 240OF 2.OE WEBS 1 Row at niidpt 9-16 18-20,8-16: 2x6 SP Nl 26 WEBS 2x4 SP No.3 ' WEDGE Left: 2x4 SP No:3 REACTIONS. (size) ":2=0-8-0, 16=0-4-0, 12=Mechanical:. Max Horz :2=343(LC 7) Max Uplift 2=-653(LC 8), 16=-1D01(LC 8), 12=-261(LC 8) .. Max Grav 2=1105(LC 17), 16=2277(LC 2), 12=844(LC .14) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3071/1506; 3-4=-2618/1415, 4-5=; 2511/1392, 5-6=-2808/1538, 6-7=7660/465, 7-8=-345l1010,•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==16l/862, 12-13=-319/1222 WEBS 3-23=-369/1116, 20-22=-547/1243, 6-20=786911842, 6-19=-1253/738, 7-19=-619/1332, 7-18=-967/562, 9-16=-1201/425, 10-15=-677/431, 10-13=-89/461, 9-15=-265/798 ... 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. 11; Exp C; Encl., GCpi=0A8; 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 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 asectangle 3-6-0 tall by 2-0-0 wide., . will fit between the bottom'chord and any other members, 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/TP1 1 angle. to grain formula: Building designer should verify capacity; of Bearing_ surface. aJoaquin Velei PE:No.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 Cert:6634 joint 16 and 261 lb uplift at joint 12. - - - " "" "' ' ' as v a 6904Parke East Blvd. Tampa FL 33610 : 1 o) i[ anger(s) or other connection device(s) shall be provided.sufficient to support concentrated aoad(s) 153 Ib down and i i32 lb, up at - Date: 7-0-0, and 153 lb down and 182 lb up at 9-0-12, and 153 lb down and 182 lb up. at -11 0-12 on top chord, and.323 lb down and 122 C It 'd a es onsibilit 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 cohriponent, riot: - 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 - fabrication, storage; delivery, erection and bracing of trusses and truss systems, see : ANS11TP11 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 q Oty : _ Ply 1820 D 3CAR BLK NO HS t T24980474 2866225 A24S -: ROOF. SPECIAL GIRDER ..: 1 1 • b J o Reference (optional) :... :A WARNING -Verify 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 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 perrnanentbmcing MiTek' - - - is always. required for stability and to prevent collapse:wish possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see : ANSVTP11 Quality Criteria, DSB-89 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 NO HS 1 T24980475 2866225 B01AS: .' ROOF.SPECIAL P 1 Job Reference (optional) : CUIIaetS mrsusource (viant tarty, rL), : - 1 lant lolly, t-L - 33bb/, - " - tf.43U S Jun 2 2U21 mi I eK Inausines, inc.. I ue Aug I IU:bli:U2 ?uzT Yage l ; ..... . ID:i93QGW BBpX3j R187zeOm7kz5?ad-ompSn4uf6tOZPRsil joRusSnj8NFJL_Os3MCQuypGnh -1=4-0 5.7.8 : 8.6-0 11-10.0 19-6-0 - =' - . ... 27-8-0 1-4-0 5-7-8 2-10-8 3.4-0 7-8-0 8.2-0 S ca -. 6 : 6.00 F12 2x4 fl . S 14 2x4 \ .. ..: ......... 5x8 .. 4x6 .. ... 7 cc 13. . 2 15 m.. 4 16 .... 12 17 .18 .... 9 3x10 - " :.. 06 I I 8 0 3x4=' .. .. ... .. .. .. .. .... '. w .. ]a N .. .' . .. .. 10 11 .' . .. 4x4: -.. 6x8 — ST.1.5x8 STP= 6x8 = , 1-0-0 7-10.0' 8- 0 17-6-5 :.-27-8-0 . 1-0-0 6-10.0 0- -0 9-6.5 10.1-11 ' Plate Offsets (X;Y)-- [2:0-1-2,0-1-8], [7:0-4=0;0-3-0], {9:0-4-0,Edge]; [10:0-3-8,0-3-0] • LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl Ud -PLATES GRIP TCLL 20:0 ..: .' Plate Grip DOL....: .1.25 TC :.0.61 .' Vert(LL) :.0.30.2-12 >314 240:....: .' MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC ' .0:99 ' : . . Vert(CT) " -0.42' : 9-10 >560 1.80 BCLL 0;0 Rep Stress Incr . YES WB _ 0.95 . Horz(CT), : -0.02 10 n/a n/a BCDL' 10.0 Code, FBC2020lTPI2014 . Matrix-SH Weight:-143 Ib FT = 20%. ; LUMBER- .' BRACING- . .. . . TOP CHORD' .2x4 SP No.1 TOP CHORD" :Structural wood sheathing directly applied or 4-6-1.oc'pudins. BOT CHORD. 2x4 SP No.1 'Except' BOT CHORD. Rigid ceiling directly applied'or:6-0-1 cc bracing. Except: 2-12: 2x4 SP No.2, 5r10: 2x4 SP N6.3 2-2-0 cc, bracing: 90-12 WEBS 2x4 SP No.3. • WEBS 1 Row at niidpt 6-10 SLIDER Left 2x6 SP No:2 24=3 REACTIONS. (size) 2=0-4-0, 10=0-&O, 8=Mechanical Max Horz 2=306(LC 9) Max Uplift 2=-.465(LC 10), 10=-537(LC 10),:8=-371(LC 101 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=-1346l793,:7-8=-1472/746 . . " 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: rooflive 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 Extedor(2E)--1-4-0 to 2-7710, Interior(1) 2-7-10 to 7-10-6, Exterior(2R) 7-10-6 to 15-9-10, Interior(f) 15-9-10 to 23-6-10, Exte6or(2E):23-6-10 to 27-6-4 zone; cantilever left exposed; porch left "e1glosed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60'plate grip DOL=1.60 , ' 3) BuildingDesigner./ ner./ Project engineer responsible for veri n applied roof live load shown covers rain loading re uirements specific .. fd . 1 9 P. >`Yi 9 pP 9 9 P 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 k6ss has been designed for a liveload of 20.Opsf on.the bottom chord in all areas where a rectangle 3-6-0 tall by 2-.0-0 wide ...... .. will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 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 yplif .at joint 2, 537 lb uplift at. joint 10 and 371' Ib:uplift at joint 8. d. Joaquin Valez PE MiTek USA, Inc. FL Cert 6634 . a East as Blvd. Tamp FL 33610 ' ate: .. 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 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' 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, DSB-89 and BCSI Building Component . 6904 Parke East Blvd: Safetylnformation' 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 1 T24980476 2866225 B01 BS: ROOF.SPECIAL 1 1 .... .' :_ Job Reference (optional) BunderS rlrstSOufce (Plant yny, t-L), . Plant ulty, rL - 33b6/, . - - . . - t1.4JU s dun 2 2021 mi I eK Industries, Inc. I ye:Aug lU 1 U:bb:UZ 2021� rage 1 I D:193QG W BBpX3j R 187ze0m7kz5?ad-ompSn4uf6tOZPRsil joRusSIMBNQJTyOs3MCQuypG.nh 1-4,0' 5-7-12 ' : : _ : "'i 8.6-0 i 1:1-10-0: " : ' : 19-6-0 ' ' - _ 27-6-0 1-4-0 - 5-7-12 -- 2-10-4 3-4-0 ..7-8-0 .. 8-2-0 Sca 4x6 . _.:52:9 le 1:. 5 3x6:i:�- 6.00 F12 134 14 . . . . . . • 2x4 \\ 3 5x8 6 _.. 12: m 2 15 �1 0 3x416 1 t; 1 18 19 8 o 7x10=. 7 ..... ..... Cl) ]V N :.. ... ... .. 10. . . .. . 5 _ 4x4 = x6 6x8 = - . .... . .. 8:2-6 .. ... .. .. .. .. i 7-10-0 8rP 17-6-5 ... '27-8-0 .: 7-10-0 .151 - 9-4-5 ' ... .. 101-11 .. 01 0 .. .... .. Plate Offsets (X,Y)-- [6:0-4-0,0-3-0], [8:0=4=0',0=3-4], [11:0-5-0,Edge]' LOADING (psf) SPACING- 2-0-0 ' CSI. DEFL. in (loc)' Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 . Vert(LL) - -0.23. 8-9 >998 240 : .. MT20 24411.90 TCDL 7.0 .. Lumber DOL :. 1.25 BC .0.97 ' : Vert(CT) -0.45 : 7-8 >514 180. BCLL :0:0. ` Rep Stress Incr : . YES WB .: 0.44 Horz(CT) 0.01 7 n/a n/a BCDL' 10.0 Code, FBC2020/TP12014..'. Matrix-SH - . Weight: ,149lb FT=20%- LUMBER- BRACING- TOP CHORD': 2x4 SO No.2 " :.: TOP CHORD :.:Structural wood sheathing directly applied or 4-5-7,oc'puffins. BOT CHORD. 2x4 SP No.2 `Except` BOT CHORD. - Rigid ceiling directly applied or2-2-0 oc bracing. Except:- 2-11 r 2x6 SP No.2, 4-9:'2x6 SP M 26. 6-0-0 oc, bracing: 9-1 V. WEBS 2x4 SP No.3 • WEBS 1 Row at hiidPt. 5-9, 5-8: REACTIONS.. (size)' 9=0-4-0,'7=Mechanical '"' " ' " ' " ' Max.Horz9=307(LC 9) ' Max.Uplift 9=-1226(LC 10), 7=-159(LC 10) Max Grav 9=171.8(LC 18),' 7=742(LC 16) :... . FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250:(Ib) or _less 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, 8-9=-197/733; 7-8=-24/796 WEBS 5-9=-1121/1261, 5-8 562/1134, 6-8=-537/550, 3-1:1.=-302/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASCE 7=16; Vult=160mph (3-sec9nd 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=1b to 7-10-6, Exterior(2R):..' 7-10-6 to 15-9-10, Interior(1) 15-9710 to-23-6-10, Extedor(2E).2376-10 to 27-6-4 zone; cantilever left 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 live load shown covers 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,. with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to miss: connections. .7) Provide mechanical connection (by others) of truss: to bearing plate capable of withstanding 1226 lb uplift at joint, 9; and 159 lb uplift at joint 7; Joaquin Velez PE tdo,68 82 MiTek USA, Iris. FL Cert6634 East Blvd. Ta 6904.. ar a mpa . IL .... ate: • August 10,2021 ..:A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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' 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 forstability 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, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safe tylnformation 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 1 T24980477 2866225 B01S.: .' COMMON .' 1 1 Job Reference (option builders Firstsource (F9ant Ully,:hL), . F9ant Gity, FL • 33567, 8.430 s Jun 2 2021 MI I ek Industries, Inc: I ue Aug 10 10:55:03 2021 f age 1 .... ' :....: ..... ID:193QGWBBpX3jR187ze0m7kz5?ad-GyNq?QvHtA8QlbRubRJgQ4?yUYnf2o4A4j5myKypGng -1-4.0 8-6-0 11-10.0 : :. 19-6.0 . 27-8-0 1,4,0 8-6-0 -3-4-0 7.8-0 8-2-0 46'- ca -. 4 6.00 F12 44 11 3 11 5x8 . 5 10: .2 12 �1 ...o . .. .. ... ... .13 .9 : 7 3x4 = 6x8 — 6 0. . :....: :. .. T g 44' ST1.5x8 S7P= 7x10 =. 34' 7-10-0 8-Q-0 17-5-12 27 8 0 7.10.0 0- -0 9-5-12 10-2-4 Plate se s -- 2:0-0-4, Edge], 5:0=4=0,0-3-0 , [9:0-6-4,Edge]' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell; Ud PLATES GRIP TCLL 20.0 . Plate Grip DOL....: 1.25 TC :.0.61 . 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 WB 0.89 HOrc(CT) -0.01 8 n/a n/a . BCD.L' 10.0 Code, FBC2020ITP12014 ,'r Matrix-SH Weighf.:,143lb FT=20%,, LUMBER- BRACING - TOP CHORD' .2x4 SP No.i TOP CHORD :Structural wood sheathing directly applied or 5-4-9 ocpuffins. 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,.3-8:2x4 SP No.2 WEBS 2x4 SP No.3 . ... REACTIONS.. (size) 2=0=4-0, 8=0-8-0, 6=Mechanical Max'Horz 2=310(LC 9) Max.Uplift 2=-358(LC 10), 8=-6B9(LC 10), 6=-328(LC 10) Max Grav 2=316(LC 19), 8=1144(LC 1), 6=736(LC 16) - FORCES. (lb) - Max. Comp./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=445MB5 WEBS 4-9=-740/411, 4-7=481l841, 5-7=-526/543 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE'7-16; Vult=160mph (3-sec9nd 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).-1-4-0 to 2-7-10, Interior(1) 2-7=10 to 7-10-6, Exterior(2R): .' 7-10-6 to 15-9-10; Intedor(1) 15-9-10 to 23-6-10; Extedor(2E).23-6-10'to 27-6-4 zone; cantilever left exposed ;porch left exposed;C-C for members and forces & MWFRS for-readtions 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 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, 689 lb uplift at . joint 8 and. 3281b uplift at joint 6. . Joaquin Velez PE No.68182 M1Tek USA, Itic, FL Cart 6634 East 6904 Parke Blvd.Tampa ampa FL 33610 Date" ugust 10,2021 ..:Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. .. . • Design valid for use only with MITek® connectors. This desigri is based only upon parameters shown, and Is foi en individual building component, riot '' 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 ANSUTPH Quality Criteria, DSB-89 and SCSI Building Component. :. 6904 Parke East Blvd. Sa/etyinlormation 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 : :. :. r T24980478 .. 2866225 .... B11S ... GABLE .. 1.. 1 Job Reference (optional) t3U11aers rlrsiaource trlanl uily, rLr, . rlani tiny, rL - "'l., 0.43U s Jun Z ZUZ I IVII I eK Inousines, Inc. I ue Aug IU I U:oo:uo zuz I rage I .... ID:193QGWBBpX3jR187zebm7kz?ad-DLUaP6xYP.oO8GubHisM6WV4DyLQTWk__TY1asiCO6ne -11 0 8-6-0 10-4-0:'11-10-0 13-4-0 19-6.0 '27-B-0 1-4-0 " 8.6-0 1=10.0 .1.6.0 1-6-0 6-2-08-2-0 3xd = : ... Sc = ale: .1:59.1: 3x8 3x1 0 8.. 9 10 6.00 12 4x4 11' 2x4 11 7 1 11 2x4 .11:. :. 27 2x4 11 2ic4 l l 6 4 I 44 I 5x6 7x10 = 5 13 4 3 36 32 Pr m 2.34 53x8 LI 01 2 T2x4 x4 0 �_396 0 2x4 :11 41 2x4 I I4x416Sx12 Bx12 II 15 0 33 m N I� 0 24 23:: 22 2120 19 18 .. . . 4x8 11 3x4.=.: . — ST1.5x8 STP— 2x4 .I I 2x4 11 2x4 11 '2x4 I I 5x8 — 6x8 - 2x4 11 2x4 11 .. . 7-10=0 B-Q 0:10.4.0 13-4.0 17-6.5 : 27-8-0 ' rIQIG \JIIJGIJ tn,l/-- tG.V-'1-Y,GUycf,IJ.V-G-V,CU4GJ,'tIJ.V-J-V,V-J-Yf,tIJ.V-J-V,CUI{Cf,tIV.V-L-V�CUI{Cf,tIU.V-Y-V,V-J-Vf, IGJ.V-V-U,V-G-VJ ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft; Ud PLATES.' GRIP TOLL 20.0.... Plate Grip DOL.. .1.25 TC :.0.93 . Vert(LL) - . 0.27.17-18 >855 240 :. . . MT20 244/1:90 TCDL 7.0 . Lumber DOL ' .' 1.25 BC 0.98 Vert(CT) -0.47' 15-16 >497 180 BCLL 0.0. ' Rep Stress lncr . . NO W B .. 0.74. Horz(CT).. 0.09. 15 n/a n/a . . BCDL 10.0 Code FBC2020/TP12014 . , - - 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 pudins. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or:10-0-0 oc bracing, :Except: 2-25,7-23: 2x6 SP. No.2. 6-2-10 oc bracing: 2-25 WEBS 2x4 SP No.3. - 6-6-8'ocbracing: 15-16. OTHERS 2x4 SP N6.3 6-0-0:oc 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(LC 9) Max Uplift'2= 607(LC 10), 23=-456(LC 10), 15==391(LC 10) Max Grav,2=589(LC 1), 23=811(LC 1;), 15=842(LC 16) FORCES.: (lb) --Max' Max: Comp./Max. Ten. = All forces 250 (lb) or less except when shown. TOP CHORD. _ 2-3=-996/1199, 3-5=7570/325, 5-6=-545/349, 6-7=-515/360, 7-8=-303/419, 10-11 1226/943,: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==146/457, 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=-504/446121-34=-289/511, 8-34=-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=-575/940, 16-32=-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; 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; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-11-10,.Intedor(1) 1-11-10 to7-10-6,.Exterior(2R) ..... . 7=10-6 to 15-10-0, Inte4or('1) 15-10-0 to 23-4-6, Exted6r(2E) 23-4-6 to 27-4-0 zone;'porch left'exposed;C-C for members and forces & MW FRS 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/fPI 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 at 270-0 oc. 6) This truss has been designed fora 10.0. psf bottom chord live load nonconcurrent with any other live loads.- 7) . This truss. hasbeen 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 : Joaquin Vellai PE IVo,68162 will fit between the bottom chord and any other members. = "' MiTek USA, Iris, FL Cert:6634 8) Refer to girder(s) for.truss to truss. connections. - . 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.607 lb uplift at joint 2; 45811iuplift at 6904 Parke East Blvd. Tampa FL 33610 . joint 23 and 391 lb uplift atjoint 15. Date, A t ugus 10,2021 n . & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT EK 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: - atruss system. Before use, the -building designer must verify the applicability of design parameters and properlyincorporate 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 : ANSYTPI1 Quality Criteria, DSB-89 and SCSI Building Component . :. 6904 Parke East Blvd. ' Safe tylnformation available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 "' Tampa, FL 36610 Job Truss Truss Type Qty Ply 1820 D 3C'AR BLK, NO. HS 1 T24980478 2866225 B11S.: .' GABLE.: . 1 1 .. ... ' Job Reference (optional) .:� 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 shoviri, and is tor'an Individual building component, riot, . 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 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 ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component . 6904 Parke East Blvd. Saletylnformation' available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job :. . , Truss Truss Type Oty Ply 1820 D 3CAR BLK NO, HS • .'T24980479 2866225:. .... .' C1. JACK ... Job Reference (optional) V :.. ST1.5x8 STP 0-11-4 0-11-4 Plate Offsets (X,Y)-- 12:0-1-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TOLL 20:0 Plate Grip DOL ..: .1.25 TC ..0.25 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 Stresslncr YES WB-.0.00 Horz(CT).; 0.00. 3 n/a n/a. BCDL 10.0 Code FBC202OfTPl2Oi4 Matrix-P Weight. FT-20%„' 9 — LUMBER- BRACING - TOP CHORD .2x4 SP No.2 TOP CHORD :. Structural wood sheathing directly applied or 0-11-4 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=Mechanical Max Horz2=78(LC.10) Max Uplift 3= 38 LC 1), 2=-213 LC 10 Max:Grav 3=75(LC 10), 2=1.69(LC' 1), 4=17(LC 3) FORCES. (lb) - Max. Comp;/Max. Ten. - All forces 250 (lb) or less except when shown.... . NOTES- 1) Wind: ASCE.7-16; Vult=160mph (3=second gust)'Vasd=124mph; TCDL=4.2psf; BCDL=S.bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat: 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;C=C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp.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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the,bottom chord and any other members. 5) Referto girder(i) for. truss. to truss connections. :A Provide mechanical connection (by others) of truss to bearing plate capable of withstanding:38 lb uplift at joint 3 and.21'3 lb uplift at joint 2. j. Joaquin Velez PE No,68182 MiTek USA, Iric, Ft; Cart 6634 e East Blvd Ta 8904Park mPa FL 33610 'Data; , August :Q 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 fog an individual building component, 6oit �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �buitding.design.. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing l� ''y,ITBk• is always. required for stability and to prevent collapse:with possible personal injury and property damage. For genera(guidance regarding the . . . . . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see : ANSIITP11 Quality Criteria, OSB-89 and BCSI Building Component - 6904 Parke East Blvd. Saletyintormation 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 2866225 Civ.. SPECIAL 6 1 . Job Reference (optional) Builders Firstsource (Plant Gity,;l-L), . Plant tatty, FL - 33b6/, 8.430 s Jun 2 202i MI I eK Indusirles, inc, i ue Aug 10 r u:ao:uo zuz r Pagel I D:193QG W BBpX3j Rj87ze0m7kz5?ad-hX2zdSxAA5W_u2ATGZtN2idZel_TF.MIcnhKOZfypGnd 1-q.0 0 11 4 1-4-0 . 0-11-4 : Sc = ale :1:Z.13 .. 3 6.00 12 ..2 . mo .... . -' .. n ,o Io. . 1 3,0052 5x6 �.. ST1.54 STP= - Plate Offsets (X Y)--' [2:0-3-7 Edge] - LOADING (psf) SPACING- 2-070 CSI. DEFL. in (!oc) I/dell Ud PLATES, GRIP TOLL 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(M. 0.00 3 n/a n/a BCDL 10.0 Code. FBC2020(fPl2014 Matrix-P Weight: 5 lb FT = 20%. . :. ... ... LUMBER - 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 Horz 2=74(LC.10) Max Uplift'3=-38(LC 1), 2=-200(LC 10) Max Grav 3=63(LC 10), 2=169(LC 1), 4=17(LC 3) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when'shown; NOTES- 1) Wind: ASCE•7-16; Vult=160mph (&second gust)'Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=404; eave=5ft; Cat. Il; 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 requirementis 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 five.load of20.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 considers parallel to grain value using ANSI/TPI 1 angle to grain formula.: Building designer should verify "capacity of bearing surface: ' 7 Provide mechanical connection b others of truss to bearing late ca able of,withstandin 38 lb u lift at hint 3 and'200 lb Uplift at (y ).... 9 p P. 9 P 1 P joint 2. Joaquin Velez PE No.68182 MITek USA, Inc. FL C.ert;6634 East Blvd. Ta 6 4, .are mpa FL 33610 ate: :..August 10, 2021 :A WARNING -verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 foran 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 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 - : ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component, 6904 Parke East Blvd: Safety Information available from Truss: Plate Institute, 2670 Crain Highway, Suite 20a Waldorf, MD 20601 . . ' . .' . ; ' . . Tampa, FL 36610 ' Job Truss Truss Type Oty' Ply 1820 D 3CAR BLK NO HS t T24980481 2866225 C3. .: JACK Job Reference o tional timaers mrstJource triani Vny, rLf, rlant luny, rL OODO/, 0.40U b UUII L V4I IVII I CR 11IUU3UIGb, II IG. I Utl f1Uy I V I UAU.UI GUG 1 r ¢y0 I .. , .. . ID:3xt?Yd6RbMnXO(6Sf6ghjjz4cnz-9kcLgriyoxPerWCIggHOcbwAii9Ji-p?m?L3z65ypGnc 140 2-11:4. 1-4-0 2.11-4 . :. .. .. Ie: -:1:12.7 Scale 3 .. 6.00 12. .. 2 Al . 4 1 2x4 = ST1.5x8STP= 2-11-4 2-11-4. Plate Offsets X Y --' [2:0-1-4 qe LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0.. Plate Grip DOL. .. .1.25 TC' :.0.33 LL Vert ) . -00024 999 .. ->240 ( MT20 244/190.' TCDL 7.0 . Lumber DOL ' 1.25 BC 0.07 .. . . Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Inca YES WB 0.00 HOrz(CT).. -0.00. 3 n/a n/a BCDL 10.0 Code. FBC2020fTPl2014 ,' Matrix-P Weight: 12 lb FT = 20% . LUMBER- BRACING - TOP CHORD:: 2x4 SP No.2 .. q TOP CHORD:Structural wood sheathing directly applied or 2-11-4 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=Mechani.cal Max Horz: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. (lb) -Max. Comp./Max. Ten. -'All forces 250 (lb) or less except when shown:w. 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. ll; 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 requjrernents 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 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 withstariding:42 lb uplift at joint 3 and 191 'lb uplift at joint 2. Joaquin Velk PE.No.68182 MiTek USA, Inc. Fl: Cert:6634 East Blvd T . •6904Par a as ampa MOO 1 :.: .. . .. .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 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' a 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 oftrusses and truss systems, see . : ANSLITP11 Quality Criteria, 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 a Qty' ; Ply 1820 D 3C'AR BLK, NO. HS • :,. T24980482 2866225:. ... C3V. .. SPECIAL 6.. 1 Job Reference (optional) 4x4'; ST1.5xBSTP= i Plate Offsets -- 2:0-3- 5,Edge]' LOADING (psf) SPACING. 2-0-0 " CSI. DEFL. in (loc)' I/defl Ud 'PLATES* GRIP TOLL 20.0 Plate Grip DOL..... .1.25 TIC -.0.32 Vert(LL) : -0.00 24 >999 240 .. MT20 244/190. TCDL 7:0 :. Lumber DOL :.' '1.25 BC 0.07 Vert(CT) -0.01 2-4 >999 180 BCLL .. 0.0. ` Rep Stress 16cr . . YES WBI .. 0.00 . Horz(CT) . -0.00 3 n/a n/a BCDL 10.0 Code, FBC2020ITP12014 .. Matrix-P Weight: 12 lb FT = 20% . LUMBER-. . BRACING - TOP CHORD :2x4 SO No.2 TOP CHORD .. Structural wood sheathing directly applied or 2-11.4 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 Horz2=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. (lb) - Max. Comp./Max. Ten. All forces 250 (lb) of 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; MW FRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MW FRS for reactions: shown; Lumber DOL=1.60 plate gdp.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 other members. 5) Refer to girder(s) for, truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7 Provide mechanical connection b others of truss'to bearing late ca able of withstanding 45 lb u lift at joint 3 and 187'Ito Uplift at . (Y )... 9P P 9 P 1 P joint 2. Joaquin Velez PE No,68 62 MiTek USA, Inc. FL Cert 6634 East Blvd Ta .:6904..are mpa.. a e: :....:.. August 10,2021 ' WARNING - Verify 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 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 ANSYFPII Quality Criteria, DSB789 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 :T24980463 2866225:. .. CS JACK 4 1 .. Job Reference (optional) t3u6oers virstsource Irlanttilty, I-L), i rlant Uty, t-L =1-4-0 T4.0 ST1.5kB STP = oAaa s dun a ieUe I MI I eK mauslnes1 Ir1C. 1 ue muy t u r a:OO:zuz r raye I I D:3xt?Yd6RbYnX016 Sf6 ghjj z4cnz�dwAj 27zQij m i7MJs0_aO vr77i gzZc6j G FvE7pXeXypGnb 4 11 4 4-11-4 . . Scale=.1:17.6 4 1:1-4 4-11-4 .. .. Plate Offsets (X;Y)-- [2:0-1-4,0-0-2] LOADING (pso SPACING- 2-0-0 " " CSI. DEFL. in (loc)' I/deft Ud 'PLATES- GRIP TCLL 20.0 Plate Grip DOL ---: 1.25 TC : 0.56 .' Vert(LL) -0.03.2-4 >999 240' MT20 244/190- TCDL 7.0 . Lumber DOL 1.25 BC 0.28 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 lb FT = 20%. . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 :.: TOP CHORD" ' :.:Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or10-0-0 oc bracing. : REACTIONS. (size) .3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=184(LC 10) Max Uplift3=-113(LC 10), 2=-192 LC"10 . .... Max Grav 3=132(LC 15), 2=277(LC 15), 4=91(LC 3) . . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) 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; 8=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 D.OL=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 jive 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) Referto girder(s) for truss to truss connections. ' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1;13 lb uplift at joint 3 and 192;Ib uplift at joint 2. Joaquin Velez PE No,681132 Iffek USA,166, FL Cart 6634 East Blvd. Tampa a e FIL . ate: August 10,2021 ' .. ...:® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown, 6md Is foren individual building component, not: . a truss system. Before use-, the building designer must vedfy 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 ' Mi l Tek• is always. require.d 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, 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 t b. T24980484 2866225 C5V ... SPECIAL 8 1 .. Job Reference (optional) V oxe. ST1.5x8 STP = I .. Plate Offsets (X.Y)- (2:0-4-7,Edoe1 LOADING (psf) SPACING- 2-0.0 ' CSI. DEFL. in (loc)' I/de.fl.' Lid PLATES' GRIP TOLL 20.0.... Plate Grip DOL..... .1.25 TC - :.0.58 . Vert(LL) : 0.03. 2-4 >999 240 :.... . MT20 244/190, TCDL TO . Lumber DOL 1.25 BC 0.25 Vert(CT) : 0.05 2-4 >999 180 . BCLL 010. ` Rep Stress Incr . YES WB..' 0.00 . Horz(CT),. -0.00 3 n/a n/a. . BCDL 10.0 Code FBC2020fTP12014 Matrix-P Weight. 18lb FT=20%.. LUMBER- BRACING - TOP CHORD :2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or10-0-0 oc bracing. . REACTIONS. (size) .3=Mechanical, 2=0-8-0, 4=Mech6nical . Max Horz 2=182(LC 10) Max Uplift 3=-116(LC 10),2=-189(LC'10) Max:Grav 3=133(LC 15),:2=276(LC 15), 4=91(LC 3) FORCES. (lb) '- Max. Comp:/Max. Ten. All forces 250 (lb) 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:.. Il; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) zone;C-C for members and forces'& MW FRS for reactions' shown; Lumber DOL=1.60 plate gdp.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.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 atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula.. ,Building designer sho.uld:verify Capacity of bearing surface: 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 Velk E No, 8 82 MiTek USA, Inc. FL Cart:6634 East Blvd Tampa 6904: , arke FL 33610 :. . 'Date: 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 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 A . " iTek" 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, DSB-B9 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 :. T24980485 2866225 .. .. D01S.: .... COMMON, Job Reference (optional) fiuuaers rlrsrsource Imam ury, r-t-i, . rianr ury, rL - 3300/, 0.40V 5 JUI1 4 4UL 1 1vu 1 en lnuuslue ID:193QG W BBpX3j R187ze0m7kz5lad-56k5FT_2T( -1 4 0 . 5_g-g. 10-0-0 14-3-10 1.4, .5.8-6 4-3-10 — .4-3-10 4x4 = 4 4x4 = 5x8 = 10-0-0 10-0-0 0A-3-41 .. .. 20-0-0': 10-0-0 , II IU. 1 uu / uy i V I V.uu. - 1 rnye 12I W uPxiQ4gLFOhynaSg B2TfY4A_ypGna 20-0-0 5-8-6 Scale.='1:35.8 fc? . la 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0. Plate Grip DOL 1.25 TC : 0.50 Vert(LL) :O..tB. 6-7 >999 240: MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC 0:94 Vert(CT) -0.38' . 6-7 >617 186 BCLL 0;0. • Rep Stress Incr : YES WB . 0.21 Horz(CT) .. 0.03. 6 n/a n/a. . . BCDL' 10.0 Code FBC2020/TPI2014 Matrix-SH Weight.87lb FT=20% '.'. LUMBER- BRACING-.. ... TOP CHORD :2x4 SP No.2 TOP CHORD :..Structural wood sheathing directly applied or 4-8-9.ocpuffins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directlyapplied or:2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) :6=1VIec6nical, 2=0-8-0 Max Horz 2=224(LC 9) Max Uplift 6=-338 LC 10), 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, 3-4=-890/737, 4-5=-893/741, 5-6=-1178/961 BOT CHORD: _ 2-7=-687/1027, 6-7=-744/1012 . WEBS 4-7=-367/558, 5-7= 395/465, 3-7=-354/397 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=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:6-0-6, Exterior(2R) . 6-0-6 to 13-11110, Interior(1) 13-11-10 to 15.10-10, Exterior(2E) 15-10-10.to 19e10-4 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 requirerrierifs '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 Ili uplift at joint 2. Joaquin Velez PE No,68 82 • MITek USA, Inc, FL Cert:8634 ..: ... .. East Blvd. mpa FL 33810 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 MTek® connectors. This design its based only upon parameters shown, and is foran individual building component, no( . 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 pennanenhbracing MOW always, required for stability and to prevent collapse: with passible personal injury and property damage. For general. guidance regarding the - - - . . . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see : ANSI?PI1 Quality Criteria, DSB-89 and BCS/ 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 1820 D 3CAR B.LK. NO. HS :.. T24980486 2866225:. .... D03S.: .. GABLE. Job Reference (optional) t uaoers I-trstsource (mans cry, rL), _ flan uty, t-L - JJbb/, 0.4JU 5 JUn a eUZ I IVII I eK mUU51[Ie5, Inc. I Ue Huy I U I U:00: I I eUe I rUYU 1 I D:193(QGW BBpX3j R]67ze0m7ki5?ad-1 Vrsg9?J?e8H_g2R36TYImKI SmTwwScLwyl BFsypGnY I=4-0 8-0.0 10-0-0 12=0=0 2.0-0-0 1-4,0 B-0-0 2.0-0 2 0 0 8-p-0 Sc - ale: 1:37.0 :. 46 = 2x4 ) = 6 7.. 8. . 4x6 i I 2x4 II 2 4 II j x I 6.00 12 g � n .... ...... 2x4 11 10 7x10 = 11 12 IX4 11 m I� 0 1 L .r 21 22 23 24 25. 26 27. 28 29, 30 3A = 5A 11 :.. 13 4x8 .. 5x8.= . ST1.5x8 STP = ..... . 10-0-0 20.0-0 10-0-0 10.0-0 Plate Offsets (X,Y)--[2:0-3-8,Edge], [2:0-2=8',Edge], [12:0-3-12,0-2-1], [13:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20:0... Plate Grip DOL... .1.25 TC' . 0.73 . Vert(LL) :. 0.23 12-13 >999 240, MT20 244/.190 TCDL 1.0 : Lumber DOL 1.25 BC 0:95 Vert(CT) -0.38 12-13 >621 186 . BCLL 0:0 Rep Stress Incr . YES WB 0.73 Horz(CT) . 0.04. 12 n/a n/a BCDL 10.0 Code, FBC2020/TP12014 - Matrix-SH 1Neighf::.1161b FT = 20 % LUMBER- . . . BRACING - TOP CHORD' :2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4.oc puffins_. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or:2-2-0 oc bracing. .. .WEBS 2x4 SP No.2 *Except*: JOINTS 1 Brace at Jt(s): 15, 96, 17, 18, 19, 20. 13-14: 2x4 SP ' N.6;3; . OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=Mechanical. Max Horz 2=180(LC 9) Max Uplift 2=-550(LC 10), 12=-362(LC 10) . Max Grav;2=902(LC 1), 12=778 LC 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=-1016/961; 8-9=-1010/942, 9-10� 1019/883, 10-11=,1026/813, 11-12=-1544/1451.,.6-7=-908/924, 7-8=-908/924 BOT.CHORD 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=-530/664, 19-20=-530/654, 11-20=-527/648,.13-14=0/432 NOTES- . . . 1) Unbalanced roof live loads have been considered for this design. 2). Wind: ASCE 7-16; Vult=1;60rnph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eaveL-2ft; Cat. 111; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -2-0-0 to 1-10-10, Exterior(2N) 1-10-10 to 4-0-0, Comer(3R) 4-0-0 to 167070, Comer(3E) 16-0=O to 19-10-4 zone;C-C for members and forces & MW FRS 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 ANSIlf P1.1..: . 4). Building Designer / Project .engineer responsible for verifying applied roof live load showrn covers rain loading requirements specific to the use of this truss component. 5) Provide adequate; drainage to prevent Water ponding. 6) Gable studsspaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other:live loads: 8) ': 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. . 9) Refer. to girder(s) for truss to truss connections. 10) Provide mechanical connection (by othejs);of truss to bearing plate capable of withstanding 550 lb uplift at joint 2 and 362 lb uplift: Joaquin Velei PE:No,68182 at joint :12. MiTek USA, Inc. FL Cert6634 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 6904Parke East Blvd. Tampa F.L M10 .: 1.0-0, 10 lb down and: 11.1.b up at 3-0.0, 10 lb down and 1.1 Ib.up at 5-0-0, 10 lb down and 1.1 lb up at 7-0-0, 10 Ib:down and 11 lb Date: ' -up at 9-0-0, 10 Ib down and 1.1 .Ib up at 11-0-0, 10 Ib down and 11 lb up at 13-0-0, 101b down and 11 lb up at 15-0-0, 10 lbdown and 11 Ib up at 17-0-0; and 11 lb down and. 13 lb Op at 19-0-0, and 20 Ib down'anii 23 lb"up at 21-0-0 on bottoni'chdrd. The ..August 10,2021 ontftA(jrda00Wp of such connection devices is the res onsibili of others: :A WARNING -Verify 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 showri, and is for an individual building component, not ��• a truss system. Before use, theliuilding designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.. Bracing indicated is io 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. ForgenerM guidance regarding the _ fabrication, storage; delivery, erection and bracing of trusses and truss systems, see , . ANS/?Pll Quality Criteria, DSB-89 and SCSI Building Component .. 6904 Parke East Blvd: Salety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203' Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty. :. Ply 1820 D 3CAR BLK NO; HS T24980486 2866225 D03S .: GABLE..: 1 1 Job 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 designIs 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 andpermanentbracing MOW is always.repuired for stability and to prevent ccllapse:with possible personal injury and property damage. For general guidance regarding the - fabdcation, storage; delivery, erection and bracing of trusses and truss systems, see . : ANSI/TPII Quality Criteria, DSB-89 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 3C'AR BILK. NO HS T24980487 2866225 E1 SPECIAL 14 1 . _. ... " =Job Reference (optional) V ST1.5x8 STP= . 100 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Lid PLATES,' GRIP TOLL 20.0.... . Plate Grip DOL....: .1.25 TC..0.24 . Vert(LL) :. 0.00 2 >999 240 : MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 : 2 >999 180 . BCLL 0.0 Rep Stress Incr YES WB . 0.00 . Horz(CT). - . 0.00 n/a n/a BCDL 10.0 Code. FBC2020(fP12014 . Matrix-P Weight: 6'lb FT = 20% . LUMBER- BRACING- TOP C14ORD"2x4 SP No.2 TOP CHORD :.:_Structural wood sheathing directly applied or 1-0-O.ocpuriins. 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(LC 1) " Max Grav 2=167(LC 1), 4=78(LC10) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) 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; porch left exposed;C-C for:members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.66 .. . 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 other members. :. .© 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 MiTeke connectors. This design Is based only upon parameters shown, and is fbr'an individual building component, not: �I , 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 pennanenrbracing .. ' p� ' ' ' 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 : ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salatylnlormation'available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type oty ; Ply 1820 D 3CAR BILK NO. HS t T24980488 2866225 E7.. .' JACK...: . 4 1 ... Job Reference (optional) liunoers t-irst5ource trlant uty,,t-L1, . mans t uy, rl-- 635b/, 1-4-0 b.43U s Jurl Z zUZ r MI I eK mau5irles, Inc. I ue mug I u t u:oo: I e zuz r raye r ID:3xt?Y.d6RbYnXb16Sf6ghjjz4cnz-W hP.EUVO)didg6idddg_nlztVaAv5f4EV9cnknJypGnX 7-0-0 7-0-0 .. . Scale:=:1:23.5 T' ST1.5x8 STP 7-0-0 7-0-0 .. Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Iec) ' I/deft Ud PLATES' GRIP iCLL. 20.0. Plate Grip DOL... . .1.25 TC :.0.52 . Vert(LL),' : -0.1.1 .2-4 >695 240 .. MT20 244/190 TCDL 7.0 :. Lumber DOL ' . 1.25 BC " .0:57 -0.23 : Vert(CT)2-4 >347 180 - BCLL :. ..O,Q ' Rep Stress Incr , . YES WB:.: 0.00 . HOrz(CT) . -0.00 3 n/a n/a BCD.L 10.0 Code, FBC2020/TP12014 Matrix-P Weight: 24 lb FT = 20%. ' • . BRACING - . TOP CHORD :2x4 SP M 31 TOP CHORD- ::Structural wood sheathing directly applied or 6-6-0.oc pudins. TOP BOT CHORD.'2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.: REACTIONS. (size) 3-Nechanical, 2=0-8-0, 4=Mechanical . "' "' . Max Horz "2=240(LC 10) Max Uplift 3=-181(L:C 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 (lb) or less except when shown. ..: . NOTES- 1) Wind: ASCE.7,16; Vult=160mph (&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 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 of20.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:18.1 lb uplift at joint 3 and 207.lb uplift at 'joint 2. .... . Joaquin Velez PE No,68182 :. . ... . ' MtTek USA, Inc, FL GeR 6634 .. . pa mpa FL 33610 : East Blvd Tam Datei ....:.. ugsti t 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. .g ���. . ..p Design valid for use onlywith MiTekg connectors. This desi n is based only upon parameters shown, and Is foi an individual building com anent, not . � Y P P .9 - 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 permanentracing 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 , . : ANSUTPII Quality Criteria, DSH-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 Qfy, Ply 1820 D 3CAR BLIK NO, HS e T24980489 2866225 E7V...: SPECIAL 10 1 ..... .' Job Reference (optional) tsuuaers mrslsource trtanl U1y, rLl, rlanl ctry, rL - 3�5oI, 1-4-0 ST1.5x8:STP I 0.43u s Jun Z ZUZ 1 W11 t eK Inausiries, Ina. 1 ye mug I U I uAO; i e eue 1 raye 1 ID:193QGWBBPX3jR187ie0m7k 5?ad-WhPEuVO)dxGBczdddq_nlztVQAv3f4EV9cnknJypGnX 7.0.0 7-0-0 . Scale=:1:23.2 ' : . C6 00 m rZ. Plate Offsets X; --2:0-4-7, dge LOADING (psf) SPACING- 2-0.0 ' CSI. DEFL. in (loc) I/defl Ud PLATES' GRIP TCLL 20.0. .: Plate Grip DOL .1.25 TC ..0.53 Vert(LL) : -0.12 2-4 >674 240 :.. .. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:57 Vert(CT) r0.24 : 2-4 >337 180 BCLL 0.0. ' Rep Stress Incr . . YES WB : 0.00 Horz(CT) -0.00. 3 n/a n/a' BCDL 10.0 Code FBC2020lrPI2014 Matrix-P a Weight: 25 lb FT = 20% . LUMBER-BRACING- TOP CHORD :2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0.ocpuri'ins. BOT CHORD 2x4 SP No.2 BOT CHORD. Rigid ceiling directly applied or:10-070 oc bracing. REACTIONS. (size) ;3=1VIechanical, 2=0-8-0, 4=Mechanical , Max Horz 2=237(LC 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. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) jor less except when shown. . . . . W. NOTES- 1) Wind: ASCE 7-16;'Vult=160mph (3=second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 8=45ft; L=406; eave--5ft; Cat:. .: . II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;&C for members and forces & MW FRS 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 of20.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 Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula, .Building designer should -verify "capacity of bearing surface: ' .. . 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 3 and 204 lb uplift at joint 2. Joaquin Velez PE No, 8 i3 MiTek USA, Inc, FL Cert:6634 .6904Parke East Blvd. TampaFIL 33610 Date;: ugus t 10,2021 .. .A WARNING -Verify 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, and is for an individual building component, 66t: 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 — �Ai is always required for stability and to prevent collapse; with possible personal injury and property damage. For general guidance regarding the IVITBk• I fabrication, storage; delivery, erection and bracing of trusses and truss systems, see : ANS1111P/1 Quality Criteria, DSB-89 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 City. Ply 1820 D 3CAR BLK NO, HS T24980490 2866225 E7VP SPECIAL 7 1 Job Reference o tional ewttaers mrstzjource Imam catty, rt_j, rlant cny, f-L - ddbu/, 0.4du s dun z zuzl ml I eK Inaustnes, inc. i ue Hug i u i uao:i d zuz i. rage I ID:3xt7Yd6RbY.nXO16Sf6ghjjz4cnz--tzc5riZW. FO7E7CpAXVOgBQgKaHbOXUeOGWIJlypGnW 7-0-0.. 1.4.0 Toro .. . Scae. —. 3 i T ' co M C . : ... O O: :. 9 ^.. ST1.5x8STP= 3x4: I Plate Offsets (X,Y)--[2:0-7-15,0-0-11], [2:0-0-12,Edge] LOADING (psf) SPACING- 2-070 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20:0. .. Plate Grip DOL.. .1.25 TC' 0.52 Vert(LL) .. 0.11 2-4 >735 240 MT20 244/190. TCDL 7:0 Lumber DOL 1.25 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 BCD.L 10.0 Code_ FBC2020/TPI2014 - .: Matrix-P Weight: 31 lb FT = 20% . . . LUMBER-BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD- .. Structural wood sheathing directly applied or 6-0-0.0c pudins. BOT CHORD 2x6 SP No.2 BOT CHORD. Rigid ceiling directly applied or'l0-0-0 oc bracing. REACTIONS. (size) .3=Mechanical, 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. (Ib) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. . . NOTES- 1) Wind: ASCE.7-16;'Vu1t=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; porch left exposed;CeC for members and forces & MW FRS 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 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 of20.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) Referto girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers -parallel to grain value using ANSI/TPI 1 angle to grain formula.:. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift, at joint 3, 327 lb uplift at joint 2 and 102 lb uplift at joint 4. Joaquin Velez PE No,66 82 MITek USA, Ind, FL Cert,6634 • , . .... 6904 Parke Blvd Tampa FL 336, Date: ' August 10,2021 ..:A WARNING -Verify 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 for an Individual building component, riot• " 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, DSB789 and BCSI Building Component 6904 Parke East Blvd. Saletyinlormation 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 f r ' '. T24980491 2866225:. ... .' Hi .... SPECIAL 3.. - 1 Job Reference (optional) tsuncierS rlrsibource trlani t ny, rLJ, : riani UIry, rL - 3Obb1, b.4:7U 8 Jun Z ZUZ I NII I UK Inouslnes, Ir1C. I Ue HUg 1 U lU:bb:IJ ZUZI rage 1 ID:3xt?Yd6RbYnXO16Sf6ghjji4cni-_tzc5rl ZW FO?E7CpAXVOgBOkvaNyOXUeOGW IJlypGnW �-2-g-13 . �-1-10-10 �' . : ' :. t-q-q' 0.10-3 1-10-10" 1-4-4 ( % Scale =1:7.6 3 I1 /I 1 2x4. _. ST1.5x8 STP = 1-4-4 1-4-4 .. . Plate Offsets (X,Y)-- [2:0-2-4,0-0-8] LOADING (psf) SPACING- 2-070 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 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(CTY . 0.00, 3 n/a n/a BCDL 10.0 Code FBC202OfTP12014 . Matrix-P Weight:,7'Ib FT = 20 % ..s. LUMBER- BRACING - TOP CHORD'.2x4 SP No.2 TOP CHORD"" :Structural wood sheathing directly applied or 1-4-4.oc,puffins. 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=Mech;'dnical . 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(LC3), 3=88(LC 8) FORCES. (lb) - Max. Comp:/.Max. Ten. - All forces 250 (lb) 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; 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 c6rripon6nt. 21Y This truss has been designed for a 10.0 psf bottom chord IiVe load nonconcurrent with ny other live loads. . 4) " This • truss has been designed for a live load of 20.Opsf on the bottom chord in all -area s where a rectangle 3-6-0 tall by 2-0-6 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 307 lb uplift at joint 2, 1,8.lb uplift at joint 4 and 46 lb uplift at joint 3. Joaquin Velez E No, 82 MiTek USA, Inc. FL Cert;6634 • East Blvd Ta 6904..aa mpa F.L 33.610 Date: .:. August 10,2021 ....... : ..:Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE.. __ ..... . a 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 indicatedis 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, 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 1 T24980492 2866225 HT._- MONO TRUSS 2 1 Job Reference (optional) Plant city, rL - 33567, 8.4JU s Jun z zuzl mi I eK InaustneS, Inc. I ue Aug 1 U 1 U:bb:l4 2U21 rage 1 I D:3xt?Y•d6RbYnXbl6Sf6ghjjz4cnz-S4X_IB2BHZW srHnOkFOFNOypgzY?7.v7ocwGrrBypGnV 4-6-7. 9-'10-1' .. 4-6-7 5-3-10 .. Scale:_:1:23.0 ' " ST1.5x8 STP= 9-10-1 4-6-7 .5-3-10 Plate Offsets (X;Y)-- [2:0-2-4,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell.' Ud PLATES GRIP TOLL 20.0.... Plate Grip DOL..... .1.25 TC .0.66 Vert(LL) :: 0.07. 6-7 >999 240. .' W20 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 Inc' r NO WB... 0.36 Horz(CT). 0.01 5 n/a n/a BCDL 10.0 Code. FBC2020/TPI2014 Matrix-SH Weight: 43 lb FT = 20% . LUMBER- BRACING- TOP CHORD2x4 SP No.2 "' ":. TOP CHORD :Structural wood sheathing directly applied or 6-0-0.oc'purlins. 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) A=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=239(LC 8) Max:Uplift 4=-167(LC 8); 2=-247(LC 8), 5=-70(LC 5) Max.Grav 4=160(LC 1.), 2=452(LC.1), 5=292(LC 3) FORCES. (lb) -Max. CompdMaz. Ten. -All forces 250 (lb) ;or less except when shown. ; " TOP CHORD 2-3=-697/224 " . . BOT CHORD: . 2-7=-313/629, 6-7=-313/629• . WEBS 34=0/323, 3-6=-664/330 NOTES- 1y Wind: ASCE 7-16; Vult=160.mph (3-second gust) Vasd=124niph; TCDL=4.2psf; BCD.L=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C;.Encl., GCpi=0.18; MWFRS (directional); LumberDOL=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 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) fortruss to truss connections., a 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 4, 247 lb uplift at - joint 2 and 70 ]b. uplift at joint 5. 7) Hanger(s) or other connectiondevice(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 62 lb up of 1-5-12, 56 lb down and 62 lb.up at 1-5-12, 5 lb down end'68 lb:up at 4-3-11, 5 lb down and 68 lb up at 4-3-11, and 50 lb down and 138 Ib up at 7-1-10, and 50 ]b.down and 138 lb upat;7-1-10 on top chord, and 221b:up at. 1-5-12, 22 Ib up at 1-5=12, 11 lbdown and 71b up at 4; 3=11, 11 Ib down and 7 Ib up at 4-3-11, and 51 Ib down_at 7-1-10, and 51 lbdown 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 Uniform Loads (plf) .... Joaquin Velez PE:No,68182 Vert:.1-4=-54, 2-5= 20 MiTek USA, Inc. FL Cert6634 East Blvd Tam pa mpa FL 33610 a e: A t i ugus 0,2021 ;ontinued on oaae'2 ..:A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 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 ANSYTP11 Quality Criteria, DSB-89 and SCSI Building Component . :. 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldort, MD 20601 Tampa, FL ,36610 Job Truss Truss Type Oty, Ply 1820 D 3CAR BLK NO, HS K 1 r T24980492 2866225 H7.. MONO .TRUSS 2 1 .... ;lob Reference (optional) ''q. ...:� WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.. d. . 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 vedfy 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 _ " MITpi'k• 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, OSB-89 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 a Truss Type Oty . Ply 1620 D 3CAR BLK. NO, HS r T24980493 2866225 H7V... SPECIAL 3 1 .... Job Reference (optional) riam l:11y, I-L - JJbbr, tf.4oy s JUn z zuzi MI I eK mauslneS, Inc. t ue Hug 1 D 1 D:bb:l b ZUzI: rage] IDi1930GW BBpX3jRl87i6Om7ki5?ad-wG5MWX2p2sfjTRM ClyXUwcVOyNvDsMoxra200dyp6n(i :5-4-1 . :. 9 10 1 .5-4-1. 4-6-0 Scale=:1:22.9 O V 1b (6 3x4 ST1.5x8 STP = 5-4-1 9-10-1 .. 5-4-1. .4-6-0 Plate Offsets (X,Y)-- [2:0-1-3,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft: Ud PLATES: GRIP TOLL 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 0.61 Vert(CT) -0.11 6-7 >999 180 BCLL .. _0,0 Rep Stress Incir NO WB;, 0.33 HOrz(CT),-0.01. 5 n/a rVa BCDL 10.0 Code. FBC2020/TPI2014 Matrix-SH Wbighf:.41lb 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.3 ..... . REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical , Max Horz 2=236(LC 8) Max Uplift 4=-166(LC 8), 2=-272(LC 8), 5=-161(LC 5) Max Grav 4=136(LC 1), 2=448(LC.1), 5=295(LC 3) . FORCES. (lb) -Max. ComiadMaz: Ten. -All forces 250 (lb) br less except when shown. TOP CHORD 2-3=-992/637 BOT CHORD _2-7=-703/911, 6-7=-710/907. WEBS :34=0/315, 3-6=-894/696 NOTES- 1.) Wind: ASCE 7-16; Vult=160mph'(3-second gust) Vasd=12.4mph; TCDL=4.2psf; BCDL=S.OPsf; h=15ft; B=45ft; L=40ft; gave=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. 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) fortruss to truss connections. 6) Bearing at joint(s)'2 considers parallel to.grain:value using ANSI/TPI :1 angle to grain formula. Building: designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding:166 lb uplift at joint 4, 272, lb uplift at joint 2 and 161 lb uplift at joint.5.: 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 52 lb, up at . .. . . .' 1-5-12, 671b down and 52 Ib up at 1-5, 12;. 801b, up at 4-3-11, 80 Ib.up'at 4=3-11, and 501b down and -174Ib up at 7-1-10, and 50 Ib down and_ 174 Ibup 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 Ib down:and.7 lb up at 4-3-11, and 51 Ib down at 7-1-10, and 51 Ib down at 7=1a10 on bottom chord. The design/selection of such.. Connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) Section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S). Standard Joaquin Velez PE No,66182 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MITek USA, Inc. FL Cart; 634 Uniform Loads (plf) .. .... 6904Palke as Blvd. Tampa FL 33610 East Vert: 1-4=-54, 2-5= 20: .. Date: ' August 10,2021 ;ontinued on oaae 2 :A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 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 andpennanenhbracing 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, : ANSUTP11 Duality Criteria, DSB-89 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 3C'AR BLK NO. HS « T24980493 2866225 1-17V SPECIAL . 3 1 . Job Reference (optional) lyunaers mrsibource frlani t,Ity, t-y, - rtant taty, ru - ;J�bbl, e.4sU s ,lun z zuzl MI I eK InauslneS, Inc: I ue Aug 1 U 1 U:5b:1b 2U2T rage 2 ID:193QGW BBpX3jR187zeOm7kz5?ad-wG5MWX2p2sfjTRMCIyXUwcVOyNvDsMoxra?OOdypGnU LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=49(F=24, B=24) 9=36(F=18, B=18) 10=-99(F==50, B=-50) 11=23(F=11, B=11) 12=-11(F=-5, B=-5) 13= 51(F=-25, 8=-25) .. .. .. . ..:A WARNING - Verify 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, aot: �� - a truss system. Before use, the building designer must verify the applicability of design parameters and piopedy 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, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safe tylnformation 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 •' K ' T24980494 2866225 K01 ..' HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Plant (;lty,;FL), Plant city, FL - 33567, 6.43U s Jun 2 2U'Ll mi I eK Industnes, Inc. I ue Aug l U l U:bb:16 ZUz1 rage 1 I D:193QGW BBpX3j R187zeOm7kz5?ad-OSfljs3RpAna5bxOsg2jSp2Dvn9Nbj?44EIyw4ypGnT 10-3-0 .. "' 5-3.12 9A-0' 10-" 1 ' 14-e-4 20-0.0 . 5-3-12 .. ... 4-5-4. " -3-b :. .... 4-5-4 5-3-12 :. ... . :.. .:0.3-0 :..... .. :.. .. .. .. .. Scale- "1:35.6 4x4. _ 3 3x8 G 5xe = ". 3x8. It : 7xB = 3x8 11 ST1.5x8 STP = STI.5x8 STP= .. 3x8 10-3-0 - 5-342 - 9-9-0- 1Q-0rr0 14-9-4 20-0-0 5-3-12 - - . 4-5-4. " 3-D .. 4-5-0 - . 5-3-12 .. 030 .. .. Plate Offsets (X,1)-- [1:0-2-10,0-1-8]; [5:0-2-10,0-1-8], [7:0-4-0,0-4-8] .. .. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 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 2441190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.19 : 7-9 >999 186 - 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 iStructural wood sheathing directly applied or 4-5-3.ocpuriins. BOT CHORD -2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing.: WEBS 2x4 SP No.3 . REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=-203(LC 6) .. Max:Uplift 1=-1879(LC B), 5=-1.908(LC 8)' Max Grav 1=3720(LC.1), 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-ply truss to be connected together with 10d (0.131 "1i3') nails as follows: Top chords. connected as follows: 2x4 -.1 row at 0-9-0 oc. Bottom chords' connected as follows: 2x(3.m 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9 0 oc. 2) All loads are considered.equally applied to all plies, except if noted -as front (F) or back.(B) face in the LOAD CASE(S) section. Ply to ply. connections have been provided to distribute only loads.rloted as (F) or (B), unless otherwise indicated. 3)' Unbalanced roof live, loads have been considered for this'design. 4) Wind: ASCE 7716; •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; Enc1..,: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 fora 10.0 psf bottom choid.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 allareas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 'between "the bottom chord and any other members. 8) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 1879 Ito uplift at joint 1 and 1908 Ib 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" Ib'up at 2-4-12, 719 lb down and.371 11 up at 4-4-12, 735 Ib down and 410 Ib up at 10-4-12; 735 Ito down and 410 lb up of .12-4-12, .599 Ib down and 435 Ib 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 Ib down, and 350 lb up at 8-4-12, and 172 lb down and 75 lb up at 14-4-12 on bottom chord. The design/selection.of such connection devices), : Joaquin V91ei PE;No,68182 is the responsibility of others. MiTek USA, Inc. FI: Cart 6634 LOADCASE(S) Standard :. East 6904Parke as Blvd. ampaFL33610: : Date' August 10,2021 " L1 :0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7-473 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, riot a truss system. Before use, the -building designer must verify the applicability of design parameters and properlyfncorporate 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 Welk'' is always required for stability and to prevent collapse:wl"th possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see • ANSIITP11 Ouality Criteria, DSH-89 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 ; sty, Ply 1820 D 3GAR BLK NO HS T24980494 2866225 K01 .' HIP GIRDER 1 2: Job Reference (optional) :Q 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 fci an individual building compcnent, rioh . a truss system. Before use, the building designer must verify the applicability of design parameters and piopedy 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 andpermanentbracing 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 : ANSVTP11 Quality Criteria, DSB-89 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 BILK. NO. HS � � � K . T24980495 2866225 K02 Hip 1 1 Jab Reference (optional) rsuuaers nrslaource triant i Ity, rL/, . rtanl illy, rL t1.4:fu S Jun z zuzl mi I eK Inous I D:3xt?Y.d6 RbYnX016 Sf6ghjj z4cnz-sf D7xC43 1-4=0 , 4-6-9 9.0-0 11-0-0 16.5.6 1.4-0 4-6-9 4-5-7 2-0.0 4-5-7 44 = .. '44 = 4 5 3x4 = '" 3x4 = 4x4 9-0.0 11-0-0 9.0-0 i2-0-0 i9-0.0 Ina I ue Hug 1u 1u:ot1:1 i zuzT rage i IVbPNay?l aOhBasKJfEIuUVSWypGnS 20-0.0 21-4-0 , 4-6-10 1.4.0 Scale:=1:36.9 4x4 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES ; GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.14 7-9 >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) 0.03 7 n/a nta BCDL .. 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 95lb FT=20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc pudins. BOT CHORD 2x4 SP No.2 b. 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 Horz 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: (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . TOP CHORD 2-3= 1168/888, 34= 914/686, 4-5=-768/690, 5-6=-914/686, 6-7=-1168/888 BOT CHORD 2-11=-609/1074, 9-11=-285/76B, 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=160mph (3-second gust) Vasil=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eaJe=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 3-4-11, Exterior(2R) 3-4-11 to 16-7-5, Interior(1) 16-7-5 to 17-4-6, Exterior(2E) 17-4-6 to 2.1-4-0 zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) BuildingDesigner / 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) 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 Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: - ..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 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 miss web and/or chord members -only. -Additional temporary and permanent MOW 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 ANSUTP/1 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 w �� Qty' Ply 1820 D 3CAR BLK NO HS T24980496 2B66225 K03 HIP GIRDER 1 1 .... Job Reference (optional) t3Uuciers mrst5ource (Plant laty,:t-L), . Plant L:Ity, rL - 33567, 8.430 s Jun 2 2021 Mi I eK Inciustnes, Inc. I ue Aug 10 10:55:17 2021 Page 1 ID:193QGW BBpX3j R187zeOm7kz5?ad-sfD7xC43aUvRilVbPNay71 aGbBZhKlzEIuUVS W ypGnS 1 4 0: , 7-0-0 10-0-0 13-0-0 20-0-0 21-4-0 1.4-0 ' 7-0.0 3c0a0 3-0.0 7-0-0 Scale=1:36.9 46 = 48 = 3 10 11 4 ST1.5xBSTP= 3x4— 4x4= 2x4 11 ST1.5x8STP= 3x4 i 3x4. L 7-0-0 13.0.0 20-0-0 r 7-0-0 6.0-0 7-0-0 Plate Offsets (X,Y)-- [2:0-2-10,0-1-81; [3:0-3-8,0-2-01, [4:0-5-4,0-2-01, [5:0-2-10,0-1-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES.' GRIP TOLL 20.0 Plate Grip DOL. .. 1.28 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) 70.16 5-7 >999 180 BCLL 0.0. ' Rep Stress Incr NO WB. 0.22 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 -, 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.1 BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. BOT CHORD 2x4 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 Gram 2=1298(LC 1), 5=1309(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ; TOP CHORD' 2-3=-2184/1170, 3-4=-1875/1115,'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; 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); 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 a live load of.20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit.between the bottom chord and any other members. .7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding,782 lb uplift at joint 2 and 797 lb 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 lb down and 164 lb up at 9-0-12, and 87 lb down and 164 Ib up at 10-11-4, and 121 lb down and 297 lb up at 13-0-0 on top chord, and 267 lb down and 137 lb up at 7-0-0, 65 lb down at 9-0-12, and'65 lb down at 10-11-4, and 267 lb down and 137 Ib up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof'Cive (balanced): Lumber Increase=1.25, Plate Increase=1:25, Joaquin Veiei PE'No,68182 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 2-5=-20 MiTek USA, Iris, FL Cart 6634 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33610, _ Vert: 3=-87(B) 4=-121(B) 9= 267(B) 7= 267(B) 10=-87(B) 11=-87(B) 12=-40(B) 13=-40(B) Date: :..August' 10,2021 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 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" aiTek' 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 : ANSUrP11 Quality Criteria, DSB-89 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 Y m os Numbering System General Safety.Notes PLATE LOCATION AND ORIENTATION "Center plate on joint unless x, y offsets are indicated:: 6 4-8 dimensions shown:in.ft-in-sixteenths . (Drawings not to scale) Failure to FolloW Could Cause . . Damage Or Personal Injury. Dimensions are in ft in -sixteenths.. 1. :Additional:stability bracing for:truss system; e.g. Apply plates to both sides of truss 1 2 3 :diagonal or X-bracing, is always required.. See SCSI.' .and fully embed teeth. TOP CHORDS - 2. Truss bracing must be designed by an engineer. For ci-z cz-s wide truss spacing, individual lateral braces themselves es �'y1 fi:r may require bracing, or alternative:Tor I O WEBS e3 4 4 bracing should be considered.. n .. 1� p m �m [r ... .. .. 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. d O O 4. Provide copies of this truss design to the building ~ desi ner; erection supervisor, property, g p p p rty owner and For 4 x'2 orientation, locate c�-8 c6a c5-6 all other interested parties. plates 0-'hs''from outside BOTTOM_ CHORDS 5. ''Cut members'to bear tightly against each other. edge of truss, " 8 7 _ 6 5 . 6 Place plates on'each face of truss of each joint and embed fully. Knots and wane at joint This. symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE: locat' regular by ANSI/TPI 1:. ions are regulated required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO•. 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the enWonnient in accord With ANSI/TPI'1. * Plate location details available In MiTek:20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. Unless otherwise noted,;moisture content :of lumber software or upon request ... . :shall not exceed 19% at time of fabrication. 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 The first dimension is the plate responsibility of truss fabricator. General practice is to r width measured perpendicular X ESR-1311, ESR-1352, ESR1988 camber for dead load deflection._ to slots,. Second dimension is ER73907, ESR-2362, ESR-1397, ESR-3282 1 1, dimensions the length parallel to. slots. nld sated are minimum platingdrequuemen s LATERAL BRACING LOCATION " . 12..Lumber used shall be of. the species and size, and in all respects,:equal to or.better than that specified.' Indicated by symbol shown and/or by text in the bracing section of the Trusses :are designed for wind, loads in the lane of the 9. p truss unless otherwise shown:.: 13. Top chords must be sheathed or.purlins provided at spacing indicated on design. " output. Use T. or I bracing :' if indicated. Lumber design values are in accordance with ANSI/PPI 1 14. Bottom chords require lateral bracing:at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. -,section 6.3 These truss designs rely on lumber values BEARING established by others. onn 15. c ections no show are the responsibility of o th ers. t h 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Iconsvary but reaction section. indicates joint ©'2012 MiTek® All Rights Reserved 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size Showrt is for CfUshlflg only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. - Industry Standards: 1.9. Review all portions of this design (front, back, words ANSI/1 PI1: National Design :Specification .for -Metal and pictures) before use.. Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. . DSB-89:: Des'Ign Standard. for Bracing.: 20. Design assumes manufacture in accordance with BCSI: ' Building;Component Safety Information, A Q era: NSI/TPI 1 uality Criti Guide to Good Practice for Handling,. MiTeke 21.The.design does not take into account any dynamic. Installing &: Bracing of. Metal Plate .. i : .. or other loads other than those expressly_ stated. Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020