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HomeMy WebLinkAboutTruss® Lumber design values are in accordance with ANSI/TPI 1 section 6. .:. . ��enoo a6�1 ;terse truss d esigns rely on lumber value lis by' e MJim" 6 iiek RE. 286.6845 - 1480'A l OX1 LK NO HS.: MiTek USA, Inc. Site Information 6904 Parke East.Blvd: ' Tampa, FL 33610-4115 Customer Info:. Adams Homes: Port St Lucie Project Name: 1480 Model: 1480 Lot/Block: 186PH3 :: 'Subdivision: WATERSTONE- 5310 Vespera St Address:: 5310 Vespera St,: -City: Fort Pierce .:: State: FL.. Name Address and License #:of Structural Engineer of Record., If there is one, for the building. Name:.License: #: ... Address: City: State:: General-Teuss Engineering Criteria & Design Loads'(Individual,Truss Design: Drawings Show Special: Load ing:Conditions): :Design Code: FBC2020/T012014 Design Program: MiTek 20/20 8.4 Wind Code:.-ASCE:7-16 Wind Speed: 160 mph : . Roof Load: 37.0 psf Floor Load: N/A.psf This package includes 41 individtaa1: Truss Design. Drawings and 0 Additional Drawings. With my.seal affixed to. this. sheet,-1- hereby. certify that l am'the. Truss Design En ineer and this index. sheet 9 conforms to 61G15-31.003, section 5 of the Florida Board of:Professional Engineers Rules. Truss Name .:Date - : No. Seal#: .. .Truss Name : Date.:: No. Seal#.: ..... :1 T24950868 AO.1 -7/21 .:: 23 T24960890 C3A : 8/7/21.:: 2_ - .. T24950869 A02 .. 8/7/21 24 . T24950891 C3F . 8/7/21 3 : T24950870 A03 8/7/21 25 : T24950892 C5 . 8/7/21 4....T24950871 A04 :: 8/7/21 26 .. T24950893 C5A ... 8/7/21 5 T24950872 A05' :8/7/21 -:. 27 T24950894 C7A 8/7/21 :. 6 T24950873: A06 .8/7/21 28 T24950.895 D01 8/7/2.1 7 T24950874., A07 8/7/21' 29 T24950896' D02 .8/7/21 8.. T24950875 A08 : 8/7/21 30 , T24950897 E4 8/7/21 9 - . - T24950876 A09 8/7/21 31 .. . T24950898 E5.. .. 8/7/21 10: T24950877 Al0.. 8/7/2132 : . T24950899 E5P. :' . 8/7/21 11 T24950878 All 8/7/21- ..:: 33 T24950900 E7 8/7/21 ' :: 12 T24950879' . Al 2 8/7/21: :: 34 T24950901. E9A : 8/7/21':: 13. T24950880 A13 8/7/21 35 T24950902 EJ8A 8/7/21 14.- - T24950881 A14 8/7/21 36 - T24950903 1­15 8/7/21 15 -:- .T24950882 A15 .:: .: 8/7/21 37. T24950904 H5P.: 8/7/21 16 T24950883 B01 8/7/21 38 T24950905 H7 8/7/21 .17 T24950884: B02 8/7/21 39 T24950906 H9A 8/7/21. sal8 T24950885 B03-.8/7/21 .::40 T24950907 P01 : 8/7/21.:: 19. T24950886' C1 8/7/21 41.. T24950908 P02... 8/7/21 20 - . T24950887 C 1 A . - .. 8/7/21 21. _ • T24950888 Ci P - 8/7/21 22 T24950889 C3 .:8/7/21- �tttt-11- lit The �.. . truss. drawing(s) en d cbo..e rave been spared y�,♦`,�,OMTekUSA Incunder md visiontaedon the Parameters Provided by Builders FirstSource(Plant City, FL). '•P�Q\UC� �' V F•�F•1'�.a -0 No 18 Truss. Design Engineer's, Name: Velez, Joaquin - My license renewal date for.the :state of Florida is February 28, 2023.. ;?� �* �U: IMPORTANT NOTE: The seal on these truss: component designs is a certification T E OF : . that the engineer named is. licensed in the jurisdiction(s) identified and that the .. ,�'•;.�.� O Q: ; `_`♦>�- designs comply with ANSI/TPi 1..:The se designs are based upon: parameters ��� � RA shown. (e.g.:, loads, supports, dimensions, shapes and;design codes), which were • : ;; ��� sS/O • • •1. �,, given to MiTek or TRENCO. Any project:specific information included is for MiTek's or �� A • ,,,�%% . TRENCO's customers file reference purpose only; and was not taken into account in the ����1 1 t tt .: preparation of:these designs.. MiTek or TRENCO has not independently verified the Joaquin. .lez PE. o.68182' applicability. of the design parameters:or the designs for any particular building. Before .use, : MITek US ;Inc. F Cert 6634 the: bu'iilding designer should.verify.appiicability of design parameters and properly ::: 69U4 Park Easit BI d.:Tampa FL 33610 incorporafe these designs into the overall building.design per ANSI/TPI 1, Chapter L Date: August 7,2021 Velez, Joaquin :: 1' of�l. t .. Job Truss Truss Type S . Qty Ply 1480 A 1 OX14,BLK NO HS y T24950868 2866845 A01 SPECIAL TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant Gity, FL), Plant Clty, FL - 33567, " 8.430 S Jun 2 2021 MI I eK Industries, Inc.. Fri Aug 6 09:22:02 2021 . Page 1' . . ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-_yW ECxBBdNTOoNKBz2KMMS9JL9gfCW pZL2hBW HygcXp rt-4-0,' 5-11-1 8.8-0 12-11.0 19-6-0 2_61-0 30-4-0 ; 33-0-15 39.0-0 00-4-9 1-4-0 5-11-1 .2-8-.15 4-3-0 6-7-0 : 6-7-.0 4-3-0 2-8-15 5-71-1 1-4.0 _. Scale=1:71.0 . 5x6 6.00 12 6 c 412 `. 4x12 5 3.00 r12 8-8-0 16.7-14 22-4-2 30-4-0 39-0-0 8-8-0 7-11-14 5-8-4 7-11-14 B-8-0 Plate Offsets (X,Y)-- [2:0-2-7,Edge], [5:0-3-12,0-3=0], [7:0-3-12,0-3-0], [10:0-2-7,Edge], [12:0-6-0,0=5-4], [16:0=6-0,0-5-4] LOADING (psf) SPACING- 2-0-0 . CSI. DEFL. in (loc) Well Lid PLATES' GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 .. Vert(LL) 0.57 15-16 >823 240 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT). -0.92 12-13 >507 180 BCLL 0.0 ' Rep Stress:Irici YES WB 0.82 Horz(CT) 0.54 . 10 n/a n/a BCDL 10.0 Code FBC2020[TP12014' Matrix-MSH Weight.: 234 lb FT = 20% , LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max HOrz 2=-385(1_13 8) Max Uplift 2=-7B5(LC 10), 10= 785(LC 10) Max Grav 2=1723(LC 15), 10=1723(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 25.0 (lb) or less except when shown. TOP CHORD 2-3=-5869/2293, 3-4=-5559/2094, 4-5=-5568/2188, 5-6=-2840/1269, 6-7=-2790/1269, 7-8=-5271/2188, 8-9==5264/2094; 9-10=-5581/2293 BOT CHORD 2-16=-1952/5645, 15-16=-1649/3469, 13-15=-475/2192, 12-13=-1049/3114, 10-12=-1952/5086 WEBS 6-13=-449/1262, 7-13=-1190/637, 7-12=-835/2311, 9-12= 296/281, 6-15=-449/1316, 5-15_ 1253/637, 5-16=-835/2491, 3-16=-286/281 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=15$; B=45ft; L=24ft; eave=5ft; Cat. 11;. Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C. Ext6dor(2) zone;C-C for members and forces & MWFRS for reactions Shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed 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 2-070 wide will fit between the bottom:chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 2, 10 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) oftruss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=785, 10=785. Joaquin Velez PE No.68162. MiTek USA, Inc. FL Cert 6634 6904 Patke East lvd. Tampa FL.33610 Date:. August 7;2021 . 0 WARNING -Verify 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 foreindividual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and propedy;lncorporate 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; OSB49 and BCSI Building Component 6904 Parke East Blvd. Safety lntonnation.available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ... Tampa, FL:36610 Job Truss Truss T e yp � � � , . Qty Ply 1480 A 10X14 BLK NO HS T24950869 2866845 A02 HIP. TRUSS. 1 1 Job Reference (optional) tdunaers rirstbource triant ury, r-Lj, riani utly, rL - 11=1, 0.140U 5 JUII Z ZUZ I Ivn I UK oluua ID:wOY7Lyl SwnFGv7x93—gXGezJF5?-S94dQHCm( r1-4-q 5-11-1 8-8-0 , 12-11-0 18.4-0 20-B-0 , 26-1-0 30.4-0 33-0-15 1-4-0 5-11-1 2-8-15 4-3-0 5-5-0 2-4-0 5-5.0 4-3-0 2-8-15 E m 0 6.00 12 5x6 = 5x6 = 6 7 i, IIIU. r11 Huy 0 UU;44;u0 eue I rdyU I HQXvN XmrbvfiU uZOox_Nj aiQh2kygcXo 39-0-0 A0.4-9 5-11-1 1.4.0 Scale=1:73.8 5x8 3.00 ,2 7 5x8.:::� B-8-0 18-4-0 20-B-0 30-4-0 Plate Offsets (X;Y)-- [2:0-2-7,Edge], [5:0-2-12,0-3-0], [6:0-3-0,0-2-0], [7:0-3-0,0-2-0], [8:0-2-12,0-3-01, [11:0-2-7,Edge],113:0-6-0,0-3-81,114:0-4-0,0-3-01, 116:0-6-0,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES:GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.79 . Vert(LL) 0.62 15-16 >759 240 MT20 244/190, TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.10 15-16 >427 180. BCLL '0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.58 11 n/a We BCDL 10.0 Code FBC2020(rP12014 : Matrix-MSH - Weight 206lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2=0 oc.purlins: 1-5,8-.12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or:2-2-0 oc bracing: BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 5-15, 8-14 WEBS 2x4 SP No_ .3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. :(size) 2=0-8-0, 11=0-8-0 Max Horz 2=364(LC 9) Max Uplift 2=-785(LC 10), 11=-785(LC 10) Max Grav 2=1515(LC 1), 11=1515(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 4782/2189, 3-4=-4576/2045;4-5= 4603/2158, 576=-2257/1132, 6-7=-1966/1076,. 7-8=-2274/1140, 8-9=-4602/215B, 9-10=-457512045, 10-11= 4781/2190 BOT CHORD 2-16= 1848/4449,.15-16=-1026/2774i 14-15=-529/1966, 13-14=-1026/2773, 11-13= -1848/4312, WEBS 5-16=-826/2034, 5-15=-1151/643; 6-15=-3401788, 7=14=-346/792, 8-14=-1078/641, 8-13=-827/1932 NOTES- 1) Unbalanced roof live loans 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=24ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 atjoint(s) 2, I fconsiders: 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 prate, capable of withstanding 100 lb uplift at joint(s) except at=lb). 2=785, 11=785. Joaquin Velez PE No.66162 MiTek USA, ri FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. August 7;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 Mtli MiTek® connectors. This design is based ony upon parameters shown, andis for.in individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and propedyincorporate this design into the overall: building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members:only. Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and, bracingoftrusses and truss systems, see ANSUTPII 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' Jab Truss Truss Type j Qty Ply 1480 A 10X14 BLK NO HS T24950870 2866845 A03 HIP. TRUSS Job Reference (optional) Builders Firstbource (Plant Ulty, f-L), Flan Uity, FL - 33561, _ _ 8.43U s Jun 2 ZU27 Mi I eK Inaustnes; Inc. rrl Aug b Ua:ZZ:U4 ZUZl rage i 1D:wOY7Ly1,SwnFGv7x93_gXGezJF5?-wLe?ddCO9_j81hUa4TMgRlFhizM4gPPsoMAEaAygcXn r1-4-q 5-11-1 8-8-0 ," 16-4-0 22-8-0 30-4-0 33-0-15 _, 39.0-0 AD•4-q 1-4-0 5-11-1 2,8-15' 7-8-0 6.4-0 7-8.0 2-8-15 5-11-1 1-4.0 Scale = 1:73.8 54 —. 6.00 12 5x8 = 5.: 6 5xB i 5x8 IC? ci ST1..5x8 STP = ST1.5x8:STP ri 2. 15 14 13 2212 11 7xB = odI 1 4x8 = 4x8 = 4x6 = 7xB = 9 w o N 10 Io 4x12 z 4x12 ::7 3.00 12 . . B-8-0 16-4-0 22-8.0 30-4-0 _ 39.0-0 8-8-0 7-8-0 6-4.0 7-8-0 B-8-0 Plate Offsets (X,Y)--[2:0-2-15,0-0-9],[4:0-4-0,0-3-0],-[5:0-4-0,0-2-8]16:0-6-0,0-2-81,[7:0-4-0,0-3-01;19:0-2-15,0-0-91,[1 1:0-3-12,0-4-121,[15:0-4-0,0-5-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES: GRIP TCLL 20.0 Plate Grip'DOL 1.25 TIC0.70. Vert(LL) 0.52-11-12 >895 240 MT20 244/190 TCDL 7.0 Lumber DOL. 1.25 BC . 0.98' Vert(CT). -0.66 11-12 >546 .180. BCLL 0.0 Rep Stress Incr YES WB 0.88. Horz(CT) 0.55 . 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:'228 lb FT = 20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 'Except " TOP CHORD Structural wood sheathing directly applied or 2-2-0 oC purlins. 4-5,6-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or:2-2-0 oc bracing: BOT.CHORD 2x6 SP No.2 WEBS 1 Row at micipt 4-14, 7-12, 6-14 , WEBS 2x4 SP No.3 REACTIONS. (size)" 2=0-8-0, 9=0-8-0 Max Horz 2=327(LC 9) Max.Uplift 2=-785(LC 10), 9=-785(LC 10) Max Grav 2=1730(LC 15), 9=1733(LC:16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5811/2257, 3-4=-5628/2169; 4-5=-2916/1233, 5-6=-2583/1192, 6-7=-2866/1234, 7-8=-5391/2169, 8-9=-5581/2257 BOT CHORD . 2-15=-1915/5542, 14-15=-1708/5:.187, 12-14= 699/2591; 11-12=-1707/4733, 9-11=-1915/5080 WEBS 4-15=-407/1592, 4-14=-2606/1060, 5-14=-243/943, 6-12=-243/1009, 7-12=-2469/1059, 7-11=-407/1488 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=24ft; eave=5ft; Cat. II;-Exp C; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 poriding.' 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 theottom 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, 9 considers parallel to grain value using ANSI/fPI 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 68Mritbs ggjq ]405P lb uplift at joint(s) except Qt=lb) 2=785, 9=785. 41,161U.(VedaC, 6UTALU-19d ZZ�Z Joaquin Velez PE No.68162 �b� MiTek USA, Inc. FL Celt 6634 6904 Paitke East Blvd. Tampa FL 33610 Q3/II3J32f .:: Date: . August 7;2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE:: .. Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown,, and:ls for.an individual building component, not - wt 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 io prevent buckling of individual truss web and/or chord, members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and prope.ty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPll Quality Criteria, DSB-89 and BCS/ Building Component. 6904 Parke East Blvd. Salety.tnlormation, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL:36610 Job Truss Truss Type a City Ply 1480 A 10X14,BLK NO HS T24950871 2866845 A04 - HIP. TRUSS. 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Jun-2 2021 MiTek Industries; Inc.. Fri Aug 6 09:22:05 2021 Page 1 ID:wOY7.Lyl SwnFGv7x93_gXGe7JF5?-PXCNrzDOwlr?fr3meSt3_4nsPNi?PwLO10vo6cygcXm r1-4 q 5-11-1 8-8-0 • 14-4-0 19.6.0 24.8-0 30-4-0 33-0-15 39-0-0 AO-4-9 1-4-0 5-11-1 .2-8-15 5.8-0 5-2-0 5.2.0 5-8-0 2-8-15 5-11-1 1-4-0 Scale'=1:73.8 2x4 zZ rZ 'ST1.5x8 STIR = .m ; 2 dl o , 6.00 12 5x6 = 5 3x4 = 5x6 = 6 7 4x12 zz 4x12 ::r 3.00 12 - 8-8-0 14.4-0 19-6.0 24-8-0 30.4-0 39.0-0 B-8-0 5-8-0 -. -D 5.2.0 5.8-0 8-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.66 Vert(LL) -0.53 13-15 >877 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.Ob Vert(CT) -0.94 13-15 >501 180. BCLL 0.0 Rep Stress, Incr YES WB , 0.52 Horz(CT) 0.53 10 n/a n/a BCDL 10.0 Code FBC2020frPI2014 Matrix-MSH Weight: 227lb FT=20%• LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2=0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD -Rigid ceiling directly applied or:2-2-0 oc bracing: WEBS '2x4•SPNo.3 WEBS IRow atmidpt 4-15,8-13 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=290(LC 9) Max Uplift 2=-785(LC 10); 10= 785(LC 10) Max Grav 2=1734(LC 15), 10=1735(LC 16) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5801/2276, 3-4=-5562/2142, 4-5=-3340/1366, 5-6=-2985/1293, 6-7=-2894/1293, 7-8=-3239/1366, 8-9=-5341/2142, 9-10=-5586/2276 BOT CHORD. 2-16=-1935/5506, 15-16=-1665/5090, 13-15=-973/3129, 12-13=,1665/4677, 10-12=-1935/5086 WEBS 4-16=-443/1528, 4-15=-2183/888, 5-15= 379/1206, 6-15=-367/177, 6-13=7367/177, 7-13=-379/1207, 8-13=-2069/888, 8-12=-443/1432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph.(3-se66nd gust)Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II;.Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 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 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 100 lb uplift at joint(s) except at=lb) 2=785, 10=785. w. Joaquin Velez PE No.69162 MiTek USA, Inc. FL Celt 66U 6904 Parke East Blvd. Tampa FL.33610 Date: uguSt , 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, a6d'is for an individual building component, not , - , a truss system. Before use, the building designer must verify.the applicability of design parameters and property incorporate this design into the overalf building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing - M ITpi'K• is alwaysrequiredfor 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 • ANSIMP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnlormation. available from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 p Tampa, FL 36610 - Job Truss Truss Type r a Oty Ply 1480 A 1OX14 BILK NO HS T24950872 2866845 A05 HIP TRUSS 1 1. Job Reference (optional) tiunoers mrst5ource trtant Lary, t-uf, rtant Uty, rL - Jdbb/, o.43U 5 Jun a ZUZ I IVII I eK Inuu51rle5, inu. rn tAuy o uu:zcuo euz I . rage I ID:wOY7Lyl SwnFGv7x93—gXGezJF5?-tkml21Eehb_sH?eyCuOIXIK?Ym11BIN9GgfLf3ygcXl 4- 8" 5-11-1 8-8=0 12-4.0 19-6-0 26-8-0 32-7-4' 39-0-0 f{0.4-q 1-4.0 '5.11-1 2.8-t5 3-8-0 7-2-0 7-2.0 5-11-4 . 6-4-13 1-4-0 Scale '= 1:72.4 5x8 = 2x4 11 5x8 = m m Co 15 14 - 12. 11 2x4 I I 2x4 II 3x6 4x12 = 2x4 11 3x6 = SxB.� 3.00 12 39-0.0 6-4-13 date onsets tAl TI-- tL:V-Z-/ CugeJ to:U-o-U U-4-01 I1:U-o-U U-Z-oL I Io:U-Q-y,CUgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES:: GRIP TCLL 20.0 Plate Grip DOL -.1.25 TC. 0.83 Vert(LL) . 0.50 14-15 >930 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT).-0.78.14-15 >597 180 BCLL 0.0 Rep Stress Incr YES W B . 0.85 _ Horz(CT) 0.41 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:'225 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-10 oc puriins. BOT CHORD 2x4 SP No.2 'Except' a BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-18: 2x4 SP No.1 JOINTS 1 Brace at Jt(s): 16 " WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS.. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-253(LC 8) Max Uplift 2=-786(LC 10), 9=-786(LC 10) . Max Gra , 2=1512(LC 1), 9=1514(LC 1) FORCES. (lb) Max. CompJMax. Ten. - All forces.250 (lb) or less except when shown. TOP CHORD 2-3=-4753/2194, 3-4=-4550/2059; 4-5=-3238/1546, 5-6=-3385/1669, 6-7=-3387/1676, 7-8=-2279/1152, 8; 9=-2785/1311 BOT CHORD 2-18= 1852/4286, 17-18— 1570/3995; 16-17=-1053/2883, 11-12=-1021/2436, 9-11 =-1 621/2436 WEBS 4-18=420/1157, 4-17=-1408/638,'5-16=-271/733, 14-16=0/314; 6-16=-443/365, 12-16=-728/1993, 8-12— 596/356;'5-17=-327/886, 7=16=7676/1644 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=45f; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 3) 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 considers parallel to grain value using ANS.I/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 100 lb uplift at joint(s) except Qt=1b). 2=786; 9=786. Joaquin Velez�PE No.68182. MiTek USA, Inc. FL Ceft 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 7;2021 . - ' A WARNING - Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: _ . .. —.i Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and:ts for an individual building component, not �- . - a truss system. Before use, the building designer must vedfy.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 - MITeKe ' 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 miss systems, see , ANSI/TPII 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 ) Oily Ply 14BO A l OX14 BLK NO HS T24950873 2866845 A06 ' : HIP TRUSS 1 ...1 Job Reference optional) - . Builders Firstsource (Plant i;ny, FL), :: Plant tarty, FL - 33bbl, 15.40y s dun Z ZUZ r IVII I eK mausines, inc. rn ring u utnee;ar 4ue i rage i ID:wOY7Lyl.SwnFGv7x93_gXGezJF5?-LwJ7GeFHSv6ju8D9mbvX3VtAUAOasndlUKOvBVygcXk ri-4-q S-11-1 8-8-0 ' ;10=4=0, 12.8-0 17=4-0 24-2.2 "28-8-0 32-7-4 : 39-0-0 AO-4-Q 1-4.0 ..5-11-1 2-8-.15 '1-8-0. 2-4-0 4r8r0 6.10.1 . " Scale=1:72.4 . 5x6 2x4 .11 5x6 = 3x4 = 5x6 = 4. 5 25 6 7 26 8 . ST1..5x8 co 2 d 1l/ ":I 3x10 s 3.00 F12 3x4 9 m ST1.5x8 STP= ' . 0 0 10 11 1.7IN :16 13 - 12 2x4 I ' 8x12 4x6 = 3x8 = 2x4 I I 3x6 = 20 7 0 28-6-0 o-o-u ro-u. c-ti-u 7-1... .8-1-0, Plate Offsets' (X Y)-- [2:0-0-10 Edge] [4:0-3-0 0-2-0] [6:0-3-0;0-3-0I [8:0-3-0,02-0], [17:0-2-8 Ediiel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl : L/d PLATES: GRIP TCLL 20.0 Plate Grip:DOL 1.25 TC. 0.81 .. Vert(LL) 0.52: 17 >904 .240 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC, 0.92 Vert(CT). .-0.83.15-16 >564 .180 BCLL 0.0 ' Rep Stress Inc-r . YES W B . 0.72 :: HOrz(CT) 0.37 10 n/a n/a BCDL. 10.0 Code FBC2020/TPI2014 ;: Matrix-MSH Weight:-213lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except' .. TOP CHORD. Structural wood sheathing directly applied or 2-1-15 oc purlins. 476,6-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT. CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 15-17. 2-18: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 15-17: 2x4 SP No.2 REACTIONS.. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=216(LC 9) Max Uplift 2= 786(LC 10), 10=-785(LC 10) , Max Grav 2=1513(LC 1), 10=1514(LC 1) - FORCES. (lb) - Max. Comp./Max. Ten.:- All f6rces.250 (lb) or less except when shown. TOP CHORD 2-3=-4793/2228, 3-4=-4601/2022:.4-5=-3784/1815, 5-6=-3762/1808, 6-7=-2670/1367, 7-8� 2121/1130, 8-9=-2407/1214, 9-1 0=-2772/1 305 BOT CHORD 2-18=-1886/4329, 17-18=-1296/3382;'13-15=-1034/2550, 12-13= 1011/2421, 10-12==1(2111/2421 WEBS 34= 281/308,4-18=-510/1333,4-17=-331/796,15.17=-1318/3197,6-17=-214/781, .6-15=-901/486, 7-15=-2/289, 7.-13= 743/370, 8-13=-404/888, 9-1.3=-467/287 .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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior()) 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; 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 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 100 lb uplift at joints) 'except at=lb) , 2=786, '10=785. ' Joaquin Velez PE N6.68162 so so MITek USA, Inc. FL COft 6634 6 East Blvd. Tampa 604 Parke E F Date: August 7,2021 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 his for an individual building component, not a truss system. Before use, the building designer must verify,the applicability of design parameters and propedy,lncorporate 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 genera( guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. , ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salety.tnlormation. available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 1 Qty Ply 1480 A 10X14 BLK NO HS T24950874 . 2866845 A07 HIP TRUSS 1 1 . Job Reference (optional) tiu iders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MI I ek industries, inc.. Pn Aug 6 09:22:09 202i rage i ID:wOY7Ly1SwnFGv7x93_gXG_ezJF5? HIRugKGX_WMQ8SNXtoy?8wyXr3_Kfkbyet7FNygcXi 01-4-q 5-7-8 8-4=0 12-8.0 18-4-13 24-7-0 30-8-0 33-10-1 39.0-0 A0-4.0 1-4-0 5-7-6 2-8-8 4-4.0 5-8.13 6-2-4 6-1-0 3-2-1 5-1-15 1-4.0 Scale=1:72.4 6x8 = 2x4 11 5x6 = 3x4 = 5x6 = 6.00 F12 4 24 5 25 6 7 26 27 8 2x4 zz >2x43 c? ST1.5x8 STP= 16 ST1.5x8 STP= `O v 0 co 2 17 . 7x10 —' o 1 _ 7x8 = 10 11 Ia 9 15 ., 14 13 12 5x8 3.00 12 4 c4 I . 8x12 = 4x6 = 3x8 = 3x6 8-B-0 12-8-0 21-5-15 30.8-0 _ 39-0-0 8.8-0 — 4.0-0 8-9-15: -9.2-1 B-4-0 Plate Offsets (X Y)-- [2:0-3-11,0-1-21; 14:0-6-0,0-2-81, [6:0-3-0 0-3-01; [8:0-3-0,0-2-01, [16:0-3-12,0-4-41, [17:0-2-8,0-4-121 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES'' GRIP TCLL 20.0 PlateGrip:DOL 1.25 TC. 0.76' Vert(LL) 0.74 16 >632 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC. 0.99 Vert(CT)-1.08.14-15 >433 180 BCLL 0.0 Rep Stress Inca YES WB 0.87 Horz(CT) 0.44. 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 213lb FT=20% LUMBER-BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-3 oc purlins. BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing: 2-17,16-17: 2x6 SP No.2, 13-15: 2x4 SP No.1 WEBS 1 Row at midpt 14-16, 7-12 WEBS 2x4 SP No.3 *Except' 14-16: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max:Horz 2=179(LC 9) Max Uplift 2=-785(LC 10), 10=-785(LC 10) Max Grav 2=1515(4C 1), 10=1515(LC 1), FORCES.. (lb) -Max. Comp./Max. Ten.: All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4994/2305, 3-4=4732/21.15, 4-5= 5654/2637, 5-6=-5602/2625, 6-7= 3299/1626, 7-8=-2298/1168, 8-9=-2579/1250; '9-10=-2782/1338 . BOT CHORD 2-17=-1965/4546, 16-17=-1722/441115-16=-254/221, 12-14=-1334/3122, 10-12=-1055/2453 WEBS 3-17=-255/256, 4-17=-476/1302, 4-16=-710/1473, 14-16=-1693/3868, 6-16=-674/1734, 6-14=-1171/633, 7-14= 22/364, 7-12=-1074/547, 8-12==366/9.10; 9-12= 275/223 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph'(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2),zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 " 3) 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 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 100 lb uplift at joint(s) except at=lb) 2=785, 10=785. . Joaquin Velez PE No.66182 MiTek USA, Inc, FL Cent 66U 6904 Palk e East Blvd. Tampa FL 33610 - Date: . August 7;202 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 verity 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. Addilional temporary and permanent bracing M 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 ANSUrPil 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 t Oty Ply 1480 A 1 QX14.BLK NO HS T24950875 2866845 A08 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL),: Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries; Inc:. Fri Aug 6 09:22:10 2021 Page 1 ID:wOY7Lyl SwnFGv7x93—gXGezJF5?-IV?GugH91gUHIcyjRkTEh8VIg0003ACIBIdZogyqcXh r1-4-q 6-4-0 8-8-0 , 12.6-0 121a-0 19-3-7 25-10-13 32-8-0 39-0-0 f10.4-Q 1-4-0 6-4.0 2-4-0 3-10-0 0- -0 6-7-7 6,7-7 6-9-3 6-4.0 1r4.0 Scale '= 1:72.4 5x6 3x4 = 2x4 11 6.00 12 3 4. 24 5 25 5x6 = 3x4 = 5x8 = 6 : 267 27 8 lb I I 14 13 12 11 6x8 = 3x4 = 3x6 = 2x4 11 3x6 % 3.00112 3x6 3x4 = . 6-4-0 8-8-0 12-6-0 121Q-0 19-3.7 25.10-13 _ 32-8-0 39.0.0 1 6-4-0 2-4-0 . 3-10-0 0- -0 6-7r7 6-7-7 . 6-9-3 �4-0 Plate Offsets' (X,Y)-- 12:0-0-10,Edge],[3:0-3-0,0-2-01,-[6:0-3-OiO-3-01 [8:0-6-0,0-2-81 LOADING (psf) SPACING- 2-0-0' CSI. 'DEFL. in (!oc) I/dell.: Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.55 . Vert(LL),-0.15-17-20 >981 240 MT20 244/190 TCDL 7.0 Lumber DOL .1.25 BC. 0.66 Vert(CT) -0.33 17-20 >462 180 BCLL 0.0 Rep Stress Incr YES WB . 0.60 HOrz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 183lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins: BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-14 oc bracing. WEBS 2x4 SP No.3 WEBS- 1 Row at micipt 6-15 . REACTIONS. (size) 2=0-8-0, 15=0-4-0, 9=0-8-0 Max Horz 2=142(LC 9) Max Uplift 2=-342(LC 10), 15=-656(LC 10), 9=-572(LC 10) Max:Grav 2=513(LC 19), 15=1484(LC 1), 9=1033(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-858/437,3-4=-836/421, 6-7=-1477/863, 7-8=-2006/1093, 8-9=-1716/821 BOT CHORD 2-17=-247/820, 16-17=-193/842, 14-15=-636/1459, 12-14=-867/2006, 11-12=-573/1481, 9-11=-575/1474 WEBS 4-17=-19/287, 4-16=-1025/299, 6-15=-1694749, 6-14=-38/478, 7-14= 590/256, .. 8-12=-327/676, 8-11=0/281, 15-16=-677/347, 5-16=-346/272 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 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. 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 cdnsiders parallel to grain value using ANSI7rPl 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 100 Ib uplift at joint(s) except at=lb) 2=342; 15=656, 9=572. Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 7;2021 WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based,only, upon parameters shown,,and:is for an Individual building component, not - a truss system. Before use, the building designer must verify.lhe applicability of design parameters and propery:incorporate this designinto 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 , ANS!/TP11 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. - Salety./n/ormationavailable from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .36610 Job Truss Truss Type t 1 Qty Ply 1480 A 10X74 BLK NO HS ' T24950876 2866845 A09 Hip Truss 1 1. Job Reference o tional t7uuaers rtrsmource triani L iry, r-Ll, rianl Ugly, rL - 10M)I, m4au s ,lun Z ZUel MI I eK ID:w0Y7.Ly1SwnFGv7x93_gXGezJF54-DhZe501 r1-4-0, 4-4-0 10.5.6 16-5-1 22.6-15 28-6.10 3 1-4.0 4-4-0 6-1-6 . 5-11-11 6-1-13 5-11-11 1 6.00 FIT ST1.5x8 STP 1 O 5x8 = 3 3x4 = 5x8 = 4 2627 28 5 29' 30 5x8 = 6 3x4 = 31 7 Inc. rn Aug b UU:ZZ:I l ZUZI rage 1 iw?R_3EL1r3ns?od6uPyM6KGygcXg 39.0-0 p0.4-q 4-4-0 1-4-0 Scale=1:71.0 . 5x8 32 8 18 17 16 33 .. 34 1b35. 36 14 13 12 11 3x6 = 2x4 II 3x4 = 3x6 = 6x8 3x4 = 3x6 _ 3x4 = - 2x4 11 ST1,Sx8 STP= m 9 N 910. i� . O 3x6 = 8-2-11 10-5.6 1%0-0 ifj-6-1 22-6-15 28.6-10 34-8-0'" 39.0-0 4.4-0 3-10-11 2-2-12 5-6.10 0-5-1 6-1-13 5.11-11 6-1-6 4-4-0 Plate Offsets (X,Y)--[3:0-6-0,0-2-81,[5:0-4-0,0-3-01,[6:0-3-4,0-3-01,[8:0-6-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)Udefl Ud PLATES. GRIP TCLL 20.0 Plate Gdp.DOL 1.25 TC 0.84 Vert(LL) 0.13 12-14 >999 240 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC. 0.57 Vert(CT)-0.20,12-14 >999 180 BCLL 0.0. ' Rep Stress Incr . NO WB 0.63 Horz(CT) 0.05, 9 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix-MSH Weight: 184lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 6-15 REACTIONS. (size)' 2=0-8-0, 15=7-4-0, 9=0-8-0' Max.Horz 2=105(LC 7). Max Uplift 2=-325(LC 8), 15=-1239(LC 8), 9=-442(LC 8) Max Grav 2=518(LC 17), 15=19131(LC 1), 9=785(LC 18) . FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-697/320, 3-4=-358/354, 4-5=-517/1164, 5-6=-535/1183, 6-7=-849/484, -- 7-8=-1605/818, 8-9=-1280/582 BOT CHORD 2-18— 168/586, 17-18=-164/594; 15-17=-250/358, 14=15=-315/865, 12-14=-646/1605, . 11K12=-390/1113, 9-11= 393/1106 WEBS 3-17=-380/40, 4-17=0/323, 4-15=-1605/862, 5-15=-447/434, 6-15=-2161/1.084, 6-14=-78/449, 7-14=-812/357, 8-12=-273/584 NOTES- " 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16;'Vult=160mph.(3-sec6nd gust) Vasd=124mph; TCDL-4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOE=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 five load of 20.Opsf on the bottom chord inall:areas where a rectangle 3-6-01all by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=Ib) 2=325; 15=1239, 9=442. 8) Hanger(s) or other connection device(s) shall. be provided sufficient to support:concentrated load(s) 31 Ib down and 1071b up at . 13-0-12, 3.1 lb down and 107 lb up at 15-0-4, and 31 lb down and 107 Ib'up at: 16-11-12, and 31 lb down and. 107 lb up at 18-11-4 on:top chord, and 25 lb down and 71 lb up at 13-0-12,'25 lb down and 71 lb up at ' 15-0-4, and 25 Ito down and 71 lb up at 16-11-12, and 25 lb down and 71 lb up at 18-11-4 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): Joaquin Velez PE N6.68182 LOAD CASE(S) Standard MiTek USA, Inc. FL Cent 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Blvd. Tampa FL:33610 Date: August 7;2021 Continued on Dace 2 0 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, arld'is for an individual building component, not a truss system. Before use, the building designer must verify,the applicability of design parameters and properiy;incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web. and/or chord members only. Additional. temporary, and permanent bracing 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 . ANSI?P/1 Quality Criteria; DSB-89 and BCSI Building Component .. 6904 Parke East Blvd: Safety. Informationavailable from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss a Truss Type a t _ . Qty Ply 1480 A 10X14 BLK NO HS T24950876 2866845 A09 Hip Truss 1 1 Job Reference (optional) Q 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, andis for an individual building component, not . . �a truss system. Before use, the building designer must vedty.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. - M!Tek' Is always required for stability and to prevent collapse.with possible personal iniury and property damage. For general guidance regarding the fabfication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria, DSO-89 and BCSI Building Component. - 6904 Parke -East Blvd: Sarety.Inrormation: available from Truss Plate. lnstitute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 - Job Truss Truss Type Qty Ply 1480 A I OX1 4 BLIK NO HS a :.T24950877 2866845 A10 Hip Truss 1 1 Job Reference (optional) t3uiiaers i-irstbource (mant urty, F-L), Flan L;ity, I-L - 33bbl, ci.4iju s jun z zuzi for I etc inausines, Inc.. rn Aug t3 uv:zz:­Iz zuoei rage i ID:wOY7LylSwnFGv7xSd-gXGeijF5?-ht7OJMJPGRk??w56Y9VimZalcB5uX252ec6fsiyqcXf 44 TI 8 -_I B-80 401 6 4-0 1 3-1-1159 1 0;7_ 12 7 A.D_ V .0 .8. - _0 1_1 10 159. 48 W.; 4-_3 7 5. 1 1- �1'7 4 _.I 5 4-3. Scale= 1:73.8 5x6 6.00 F1 2 5x6 6 7 ST1.5x8 STP 1 O 5X8 s 3.00F12 6X8 8 18-8-0 30-4-0 -0-0 I-- i �' -0� 1 . � n nn . i � LT . - n LOADING (psf) SPACING- 2-0-0 CS1. 'DEFL. in (loc) I/clefl ' Ud PLATES. GRIP TCLL 20.O Plate Grip DOL 1.25 TC 0.79 Vert(LL) . 0.61 15-16 >763 240 MT20 244/190, TCDL 7.0 Lumber DOL 1.25 BC. 0.98 Vert(CT). -1.10'15-16 >425 .180 BCLL . 0.0 Rep Stress [nor YES WB. 0.71 Horz(CT) 0.58 11 n1a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 207 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purlins. 1-5,8-12: 2x4 SP No. 1 BOT CHORD Rigid ceiling directly applied or 2-2-0 Do bracing: . . . BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 5'15, 8-14 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 p REACTIONS. (size) 2=0-8-0, 11 =0-8-0 Max-Horz 2=-370(LC 8) Max Uplift 2-'-785(LC 10), 1 1=-785(LC 10). Max Grav 2=1515(LC 1), 11=1515(LC 1) FORCES. (16) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 24=-4784/2191, 3-4=-4573/2038,4-5=-4585/2133, 5w6=-2227/1 109, 6-7=-1931/1064, 7-8=-2243/1117, 8-9=-4584/2 133, 9-1 0=-4572/2038, 10-11 =-4784/21 92. BOTCHORD 2-16=-1850/4455- 15-16=-1075/2869,14-15=-50.8/1931, 13-14=-1074/2857i 11.-13=-1850/4315 WEBS 5-16=-762/1942 , 5-15---1235/691, 6-15=-327/768, 7-14i-333/771, 8-14=-1155/688, 8-13=-763/1851 NOTES- 1) Unbalanced roof live' loads have been considered for this design. 2) Wind: ' ASCE 7-16; Vult=160mph (37Second gust). Vasd=l 24mph; TCPL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft,- Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 honconclurrent 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. Bearing at joint(s) 2, 11 considers. parallel to grain value using ANS11TPl 1 angle to,grain.f6rriiula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except atz_flb). 2=7851.1 1=785. Joaquin Velez PE N6.68182 MiTek USA,,In6. FL Cbit 6634 6904 Parke East Blvd. Tampa FL 33610 Datb: r Augus.t 7;2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 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 parameteri and properly incorporate this design into !he overall:EF -building design. Bracing indicated is to prevent buckling of Individual truss webandlor chord members only. Additional temporary and permanent bracing: M!Tdk'.. 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 . ANSLITP11 Duality Criteria; DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety"formation, available from Truss Plate, Institute.:2670 Crain Highway, Suite 203 Waldorf, MD 20601 p: Tampa, FL .36610 Job Truss Truss Type r 1 _ _ Qty Ply 1480 A 1 OX14 BLK NO HS T24950878 2866845 All Hip Truss 1 1 Job Reference (optional) Buuders rlrstaource Irian Cry, FL), riani City, FL - 3356/, 8.430 5 Jun 2 2021 MI I eK industries, inc.. Fri Aug 6 09:22:13 tun rage 1 ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-A4hPWiJ2l lsse3g[6sOxJm7BZbQMGU3BtGrDO9ygcXe r1-4-q 5-11-1 8-8-0 16-8-0 22-4-0 30-4-0 33-0-15 39-0-0 AO-4-q 1-4-0 5-11-1 2,8-15 B•0.0 5-8.0 B•0-0 2-B•15 " 5-11-1 1-4-0' Scale=1:73.8 5x6 = 6.00 Fl2 5x8 6' 6 5xB �. 5x8 m 4 7 ao 2x4 ZZ: 2x4 O 3 8 ST1 5x8 STP ST1.5x8 STP = 2 15 14 .. 13' 12 11 1 7x8 = 3x8 = 3x4 = 7x8 = .o .. .. 3x6.= o 19 91 0 Iv N .. o SxB.= 3.00 Fl2 5x6 8-8-0 16-8-0 224-0 3O 4-0 39-0-0 8-8-0 8.0-0 5-B-0 8-0.0 8-8-0 Plate Offsets (X Y)-- [2:0-2-7,Edge], [4:0-4-0,0-3-0], [5:0-4-0,0-2-8], [6:0-6-0 0-2-8], [7:0-4-0,0-3-0], [9:0-2-7,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.. 0.84". Vert(LL) 0.60:11-12 >776 240 MT20 244/190, TCDL 7.0 Lumber DOL 1.25 BC, 0.96 Vert(CT)-0.97.11-12 >482 .180 BCLL 0.0 Rep Stress Inci YES WB 0.79 Horz(CT) 0.61 9 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix-MSH .;Weight: 201 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except TOP CHORD Structural wood sheathing directly applied or 2-1-2 oc purlins: 5-6: 2x4 SP No.2, 1-4,7-10: 2x4 SP. No.1 BOT CHORD Rigid ceiling directly applied 6r:2-2-0 oc bracing:' BOT CHORD 2x4 SP No.t WEBS 1 Row at midpt 4-14, 7-12, 6-14. 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=333(LC 9) Max Uplift 2=-785(LC 10), 9=-785(LC 10) Max Grav 2=1515(LC 1), 9=1515(LC 1,) FORCES. (lb) -Max. Comp./Max. Ten.'- All forces.250 (lb) or less except when shown. TOP CHORD 2-3=-4746/2161, 3-4=-4642/2121; 4-5=-2531/1202, 5-6=-2187/1165, 6-7=-2530/1201, 7-8= 4642/2121, 8-9=-4746/2161 BOT CHORD 2-15=-181,8/4374, 14-15= 1677/4189, 12-14— 66.3/2187, 11-12=-1678/4138, 9-11— 1818/4277 ' WEBS 4-15=-366/1182, 4-14- 2162/1065, 5-14=-240/735, 6=12=-240/735, 7-12=-2053/1065, 7-1't=-366/1143 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . . 3) 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 ANSVTPI 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 100 lb uplift at joint(s) except Gt=lb) 2=785, 9=785. _ Joaquin Velez PE No.69182 MiTek IJSA,)nc. FL Cent 6634 6904 Paike East Blvd. Tampa FL 33610 Date: August 7;2021 0 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, andis for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design into the overall 'building design, Bracing indicated is to prevent buckling of individual truss web, and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse.with possible personal injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANS11Tpll Quality Criteria; DSB-89 and BCSI Building Component. 6904 Parke East Blvd. Sately.ln/ormation. available from Truss Plate. institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 86610 Job Truss Truss Type r / Qty Ply 14BO A 1OX14 BLK NO HS :T24950879 2866845 Al2 Hip.Truss 1 1 - Job Reference (optional) CUIIOerS rlrstbource (viam L:ny, rL), mant 1-1I1y, t-L - JJbb/, - b.4JU S JUn z zyzl mi t eK InausineS, inc. t-n Aug b UU 22:14 2U21 rage 1 ID:wOY7.Lyl SwnFGv7x93_gXGezJF5?-eGFnk1 Kgo3-jEDFVgZ5(Ar_fob?mB??CK5vbmxbygcXd rt-4-q 5-11-1 8-8-0 14.6-0 19.6=0 24-4-0 30-4-0 33-0-15 , 39-0.0 A0-4-9 1-4r0. 5-11-1 .2r8r15 6-0.0 4-lOtO 4-10-0 6-0-0 2-8-15 .: 5-1i-1 1r4 00 ..: Scale = 1:73.8 5x6 =. . 6.60 12 3x4 = 5x6.= 5 6 7 ST1.5x8 STP =STP = 0 m m u) . ST1.50 STP 10 0 11 m 0 N dv 6 .. 412 zz: .. .. 4x12 % 3.00 12 8-8-0 14-8-0 24.4-0 30-4-0 39.0-0 8.8-0 6-0-0 9.8-0 6-0-0 8-8-0 Plate Offsets (X,Y)-- [2:0-2-15,0-0-9], [4:0-2-12,0-3-01, [5:0-3-0,0-2-01, [7:0-3-0,02-01; [8:0-2-12,0-3-0], [10:0-2-15;0-0-9], [12:0-4-0,0-5-4] [16:0-4-0,0-5-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft:. Ud PLATES: GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC. 0.76 Vert(LL) 0.53 . 15 >887 240 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC, 0.99 Vert(CT) . -0.90' 13-15 >520 180 BCLL 0.0. ' Rep Stress Incr YES WB 0.54 . Horz(CT) 0.54 10 n/a n/a BCDL 10.0 Code' FBC2020/TP12014 Matrix-MSH Weight: 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD :Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or:2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 8-13 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=296(LC 9) Max Uplift 2=-785(LC 10), 10=-785(LC 10) Max Grav 2=1732(LC 15), 10=1732(LC 16) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5797/2273, 3-4=-5567/2147, 4-5=-3255/1342, 5-6=-2905/1275; 6-7= 2814/1275, 7-8=-3158/1342, 8-9= 5339/2147; 9-1 0=-5576/2273 - '- BOT CHORD 2-16=-1932/5507, 15-16=-167315102, 13-15=-923/3033, 12-13= 1673/4679, 10-12=-1932/5076 WEBS 4-16=-436/1541, 4-15=-2260/918, 5-15=-364/1160, 6-15=-341/163, 6.13=-341/162, 7-13=-364/1172,8-13= 2141/918,8-12=436/1444 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=24ft; eave=5ft; Cat. ll;. Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-Q Ext6hor(2) 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. 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.liottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members; with BCDL = I O.Opsf. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSl/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 100 lb uplift. at joint(s) except Qt=lb) 2=785, 10=785. Joaquin Velez PE N6.6816.2. MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 7,2021 sm... .. . . ... .... .. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE:.. ... ' " Design valid for use only with MiTek® connectors. This design is based only. upon parameters shown, and'is for an individual building component, not a truss system. Before use, the building designer must vedfy,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 _ 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 1480 A 10X14 BLK NO HS T24950880 2866845 A13 Hip Truss Job Reference (optional) IiUllderS hlfSt50Ufae (Plant Glty, hL), : rlanl GIIy, f-L - 3356/; C.4JU s dun Z ZUZ1 MI I eK Inausines, Inc. rn Aug is ua:zz:1 a zuzi rage i ID:w0Y7Ly1SwnFGv7x93_gXGezJF5?-6So9xNLIZM6asNghEH3POBCWeP6dkPEUKZKKT1ygcXc r1-4-Q 5-11-1 8-8-0 , 12-8-0 11.6=0 26=4.0 30-4.0 33-0'-15 ', 39.0-0 Ao-4-q 1-4-0 . 5-11-1 2.8-15 4.0.0 6-10-0 fi.10.0 4-0-0 2-8-15 . 5.11-1 1r4.0 Scale '= 1:72.4 ST1.5x8 STP = 21 m 1�� 0 5x8 3.00 F12 5x8 = 5. 22 2x4 11 6 3x8 =. 5x8 = 23 .7 c? T v ST1,5x8STP= o 0 O 6 N 11 10 5x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)' Well L/d PLATES: GRIP TCLL . 20.0 Plate Grip DOL 1,P5 TC.. 0.87 .. Vert(LL)- 0.66:12-14 >713 240 MT20 244/190. TCDL .7.0 Lumber DOL 1.25 BC . 0.913 Vert(CT) . .-1..16.12-14 >402 180 BCLL 0.0 Rep Stress [nor YES WB 0.74 Horz(CT) 0.58. 10 n/a n/a BCDL 10.0 Code FBC2020[TP]2014 Matrix-MSH Weight: 193 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD. Structural wood sheathing directly applied. 5-7: 2x4 SP No.2 BOT CFIORD :Rigid ceiling directly applied or 2-2-0 cc bracing. BOT CHORD 2x4 SP No.1 'Except* 13-15: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP N0.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 . REACTIONS. (size) 2=0-8-0,,10=0-8-0 Max Horz 2=-259(LC 8) Max Uplift 2=-785(LC 10), 10=-785(LC 10) Max.Grav 2=1515(LC 1), 10=1515(LC 1) .FORCES. (ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4781/2188, 3-4=-4578/2049, 4-5=-4630/2179, 5-6=-3313/1598, 6-7=-3313/1598, 7-8=-4634/2180, 8-9=-4582/2050, 9-10==4783/2188 BOT CHORD 2-15=-1846/4320, 14-15==1023/2785, 12-14=-1023/2786, 10-12=-1847/4318 WEBS 4-15=-261/230, 5-15=-857/20.13, 5-14= 214/780, 6-14=-418/349; 7-14=-214/779, -- 7-12=-858/1956, 8-12=-257/230 .. .... 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=24ft; eave=5ft; Cat. 11; Exp C;'Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions. shown; Lumber DOL=1:60 plate grip DOL=1.60 3) 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- loaclof'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, 10 considers, parallel to grain value using ANSIlrP1 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 100 lb uplift at joint(s) except at=lb) : Joaquin Velez PE No.68182 2=785, 10=785. MiTek USA, Inc. FL Cefi 6634 " 6904 Paike EastBlvd.Tampa ampa FL 33610 Date:. . August7;2021 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 for :an individual building component, riot �- • 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 trussweb,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 ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sarety.lntormation. available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss _ Truss Type r I Oty Ply 1480 A 1 OX14 BLK NO HS T24950881 2866B45 A14 Hip Truss 1 1 Job Reference (optional) CuuaerS PIrsibource (Plant city, t-L), Plant tarty, I­-L. - 3J56/, - 6.43U s Jun L zuzi mi I eK InaUStrles, Inc. rn Aug 6 U9:22:16 2U21 . Page 1 ID:wOY7Lyl SwnFGv7x93—gXGe7JF5?-afMX8jMwKgERTXPtn_aexPljOoU5TuKdZD,4t7UygcXb r1-4-q 5-11-4 8.8-0 , 10-8-0 15-11-6 23-0-10 28-4-0 30-4.0 ,33.0.12 ; 39.0.0 110-4-q. 1 1-4-0 . 5-11-4 2-8-12 2-0.0 5-3-6 7-1-3 5-3-6 2-0-0 2-8.12 5-11-4 1-4-0 Scale'=1:72.4 5x6 — 2x4 II 5x8 = 5x6 = 2x4 II 5. 24 6 7 25 8 2x4 II 6.00 "' 4 g.. 2x4 = 2x4 = m 3 1006 ST1.5x8 STP= ST1.5x8 STP= m 2 17 16: 15 .. 14. .. 13 1 7x8 4zB = 4z4 = 7x8 _ 11 o N 12 Io ... 6x8. = 0 .. 5x8 m 5x8 � 3.00 12 8.8-0 16-6-11 22-5-5 30-4-0 39-0-0 8-8-0 .: 7-10-11 5-10-11 .. 7-10-11 - 8-8-0 _Plate Offsets (X,Y)-- [2:0-3-11,0-1-21, [5:0-3-0,0-2-01, [7:0-3-0;0-3-01, [8:0-3-0,0-2-01, [11:0-3-11,0=1-21, [13:0-2-8,0-5-01, [17:0-2-8,0-5-01 LOADING (psf) SPACING- 2-0-0 . CSI. 'DEFL. in (loc) I/defl Ud PLATES. GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.74 Vert(LL) 0.70,14-16 >667 240 MT20 244/190, TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT), .-1.61 14-16 >463 180 BCLL 0.0 ' Rep Stress, Incr YES W B 0.63 Horz(CT) 0.55 . 11 n/a h/a BCDL 10.0 Code FBC2020lrP12014 Matrix-MSH Weight: 222 lb FT = 20%. • LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 2-2=0 oc purlins: BOT CHORD 2x6 SP No.2 BOT CHORD :Rigid ceiling directly applied or.5-3-9 oc bracing: WEBS 2x4SPNo.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max.Horz 2=222(LC 9) Max Uplift 2= 785(LC 10), 11=-785(LC 10) Max Grav 2=1515(LC 1), 1.1=1515(LC 1) FORCES. (lb) -Max. Comp'./Max. Ten. -All forces 250'(Ib) or less except when shown. TOP CHORD 2-3=-5003/2301, 3-4=-4714/2104, 4-5=-4709/2183, 5-6=-4158/1975, 6-7=-4158/1975, 7-8=-4154/1969, 8-9=-4707/2179; 9-10=-4712/2102; 10-11=-5002/2300 BOT CHORD 2-17=-1958/4556, 16-17=-1270/3345, 14-16— 1660/4193, 13-14=-1272/3348, 11-13= 1958/4555 WEBS 3-17— 282/277, 5-17= 704/1664, 5-16=-429/1068; 6-16=-341/287, 7-14= 402/291, 8-14= 418/1058, 8.-13=-696/1635, 10-13=-289/278 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=24ft; eave=5ft; Cat. - II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 20.00sf 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, 11 considers parallel to grain value using ANSl/TPl 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 100 lb uplift. at joint(s) except (jt=lb)- 2=785, 11=785. Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Ceit 6634 • • . 6904 Parke East Blvd. Tampa fL 33610. _ Date: _ .. August 7,2021 © WARNING -Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.' Design valid for use only with; MiTek® connectors. This design is based only upon parameters shown, andlis for an individual building component, not A truss system. Before use, the building designer must verify.the applicability of design parameters and. property incorporate this design into the 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 genera( guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ' ANSVTP/l Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East BIJd. Salety.lnlormation. available from Truss Plate, Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 . . . . .. Tampa, FL 36610 Job Truss Truss Type r 1 Qty Ply 1480 A 1 OX14 BLK NO HS " T24950882 2866845 A15 HIP TRUSS 1 3 Job Reference (optional) Builders FirstSource (Plant City, FL), :. Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries; Inc. Fri Aug 6 09:22:19 2021 . Page 1 ' ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-_E2gnl0odbcOL_BST77LY1MEeOTkgD24FBIXcoygcXY r1-4-0 4'-2=15 8-8.0 14-9-12 19-6=0 24-2-4 ' 30-4-0 34-9-1 39.0-0 A0=4-q 1-4-0 4-2-15 4-5.1 6-1-12 4-8r4' 4-8.4 6.1-12 45-1. Scale = 1:72.4 . 6x8 3x4 = Sx6 =' 3x4 = 6x8 zz 6.00 12 4 24 25 26 27 5 28 . 29 6 30 31: 7 32 33 34 35 8 3x4 i 3x4 � m . 4x8 s 3 9 4x8 N .. ST1.Sx8 STP = 'ST1.5x8 STP = Cl) 2 16 36 37 15 38 39 40 41. - 14. — 42 43 13. : 0 to: IN o- 1 .: - 7x10 = 8x10 = ' :. 4x4 = .: 12x14 = I 17 :. .. .. - . .. . .12 o 2x4.11 2x4 l l 3.00 12 .:.'.. 4'-2-15 8-8-0 14-9-12 19=6=0 24.2-4- W;4-0 34-9-1 39-0-0 4-2r15 4-5-1 6-1-12 4.8-4. 4-8-4 '. 6-1-12 4-5,1. 4-2-15 Plate Offsets (X,Y)--' [2:0-6-15,0-0-2]; [4:0-3-3,Edge], [6:0-3-0,0-3-0j [8:0-3-3,Edge] [10:0-6-15,0-0-21, [13:0-7-0,0-5-7] [15:0-5-0,Edge], [16:0-4-12,0-5-4] LOADING (psf) SPACING- 2-0-0 ' . CSI. "DEFL. in (loc)' .1/defl :: Ud PLATES', GRIP TCLL .:.20.0 PlateGrip.DOL 1.25 TC. 0.74:. Vert(LL)'.. 1.10:14-15 >424 240 N1T20 244/190. TCDL 7.0 Lumber DOL -'1.25 BC. 0.97-. Vert(CT). .-1.30.14-15 >359 ..180 . BCLL -. -0.0 Rep Stress:Incr. YES WB 0.76:. Horz(CT). 0.61;: 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 655 lb FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except" TOP CHORD. ..:Structural wood sheathing directly applied or 4-10-3 oc purlins. 4-6,6-8: 2x4 SP No.1 BOT CFIORD .: :Rigid ceiling directly applied or 2-2-0 oc bracing,' .Except: BOT.CHORD 2x6 SP No.2 `Except` 10-0-0 oc bracing: 14-15,13-14. 13-15: 2x6 SP M 26- WEBS 2x4 SP No.3 : .: . . .: REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max.Horz 2=185(LC 7) Max Uplift 2=-2319(LC 8), 10=-2343(LC 8) Max Grav'2=3785(LC 1), 1 0=3787(LC, 1). FORCES. (lb) -Max. Comp./Max. Ten. -All forces250 (lb) or less except when shown. TOP CHORD. 2-3=-13158/7798, 3-4= 14332/8591, 4-5=-12791/7743,.5-6=-.16990/10355, 6-7=-16967/10378, 7-8=-12774/7822, 8-9= 14313/8679, 9-10=-13172/7893 BOT CHORD 2-17=-69.60111939,-16-17=-7066/12109, 15-16=-10035/16921, 1445=-10442/17377, 13-14= 10091/16967, 12-13=-7152/12119,, 10-12=-7047/11953 WEBS 3-17=-624/469, 3-16=-1103/1106, 4-16==3492/5957, 5-16=-4411/2756, 5=15==507/1090, 6-15=-434/457, 6-14=_ 458/392,•7.14=-492/1104, 7-13=-4478/2731, B-13=-3491/5953;' 9-13=-1159/1076, 9-12=-608/465:' " . NOTES- 1) 3-ply truss to be connected,together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -.1 row at.0-7-0 oc. Bottom chords connected as follows: 2x6'- 2 rows staggered at 0-9-0 oc. . Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 16-4 2x4;- 1 row at 0-8-0 oc, member 13-8 2x4 - 1 row at _0-&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 CASES) section. Ply to ply': connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. .. 3) Unbalanced roof'live loads have been considered for this design. 4) Wind: ASCE 7.16; VuIt=160mph (3-second gust). Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp:C; Encl., GCpi=0.18; MWFRS (directional); 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) Provide adequate,drainage'to prevent water ponding:' 7) This truss has been designed for a 10.0 psf bottom chord live load horlconcurrent with any other live loads.- Joaquin Velez PE N6.68162 8) *This truss has been designed fora live load of20.Opsf on the bottom chord in all areas where a, rectangle 3-6-0 tall by 2-0-0 wide MiTek USA, Inc. FL Celt 6634 will fit between the bottom chord and any othermembers. 6904 Pzike East Blvd. Tampa FL 33610 9) Bearing at joint(s) 2, 10-considers parallel to grain value using.ANSI/fPI 1 angle io grain.formu'la. Building designer should verify capacityof bearing surface, . Date:. 10) Provide mechanical connection (by:others) of truss to bearing plate capable of withstanding 100 1b uplift at•joint(s) except of=lb). August 7;2021 0 3. 0 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, andis for An individual building component, not Wj 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 chard members,only. Additional temporary.and permanent bracing, -' MiTek'' uidance regarding the - is alwaysrrequired for stability and to prevent collapse with possible personal injury and property damage. For general, guidance 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:_ Selety.inlormation: available from Truss Plate. Institute,'2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL:36610 Job Truss Truss Type r - Qty Ply 1480 A 10X14 BLK NO HS "'T24950882 2866845 A15 HIP TRUSS 1 3 Job Reference (optional) liunaers t-Irslbource irlanl Gny, r-LI, . rianl filly, rL - 33bb1, 0.43U s dun Z zue t MI t eK tnuus[nes, Inc. � rn Hug b uu;ee; I u zue i rage 4 ID:w0Y7Ly1SwnFGv7x93_gXGezJF57-_E2gnl0odbcOL_88T77LY1MEe0TkgD24FBIXcoygcXY NOTES- 11) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 62 lb down and 133 lb up. at 10-8-12, 62 lb down and 133 lb. up at 12-8-12, 62 Ib down and 133 Ib up at 14-8-12, 62 Ib down and 133 Ib up at 16-8-12, 62 Ib down and 133 Ib up at 18-8-12; 62 Ib down and 133 Ib up at 20-3-4, 62 Ib down and 133 Ib up at 22-3-4, 62 lb down and 133 lb up at 24-3-4, 62 lb down and 133 lb up at 26-3-4, 62 Ib.down and 133 lb up at 28-3-4, and.6216 down and 133 lb . . up at 30-4-0, and 65 lb down and 29 lb up at 8-870. on top chord, and 1016 lb down and 661:Ib up at 8-8-0, 17.7. lb:down and 109 lb up at 10-8-12; .177 lb down and 109 . lb up at 12-8-M 177 lb down and 109 lb up at 14-8-12, 177 lb down and 109. lb up at 16-8-12, 177.Ib down and 109 lb up at 18-8-12, 177 lb down and 109 lb up at 20-3-4, 177 lb down and 109 lb up at 22-3-4, 177 lb down and 109 lb up at 24-3-4, 177 lb down and 109 lb up at 26-3-4, and 177 Ib down and 109 lb up at 28-3-4, and. 1016 lb down and 661 lb up at. 30-4-0 on bottom chord. The, design/selection of such connectidn'device(s) is the responsibility of others. LOAD CASE(S) Standard: " 1) Dead + Roof Live. (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1'4=754, 4-8=-54, 8-11=-64: 16-18.=-20, 13-16= 20, 13-21=-20 Concentrated Loads (lb). Vert: 4=-62(F) 8=-62(F) 16=-1016(F) 15=-177(F) 13=-1016(F) 5=-62(F) 14==177(F) 7=-62(F) 25=-62(F) 26=-62(F) 28=-62(F) 29=-62(F) 30=-62 fl 31=-62(F) 33=-62(F) 34— 62(F) 36=-177(F) 37=-177(F)'38=-177(F) 39=-177(F) 40— 177(F) 41=-177(F) 42=-177(F) 43=-177(F) .... .. ... ... . . ... 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 MiTek0 connectors. This design is based only upon parameters shown, and -is loran 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' MITek' ' 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 . ANSUTPII Quality Criteria; DSB-89 and BCSI Building Component 6604 Parke East Blvd. ' - Safety Information. available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL _36610 Job Truss Truss Type I Qty Ply 1480 A 1 OX14 BLK NO HS T24950883 2866845 BollHip Truss 1 1. Job Reference (optional) - tjwloers rlfstbource (mant Glty, t-L),:. mant Glty, I -I_ - JJb6/, mgou s dun a ZUZ I IVII I eK InuUSIDes, Inc.. rn riug o Uy;zz;4 i zuz i . rage i ID:w0Y7Ly.1 SwnFGv7x93—gXGezJF5?-xcAQCRQ39CskalHraY9peSSYupBf8F5MiVneghygcXW 3 9 4 7-0-0 13-0-0 16-2-12 20-0.0 3-9.4 3-2-12 6-0-0 3-2-12 3-9.4 1-4-0 Scale '= 1:36.0 4x6 = .. 4x6 = 2 15 16 :. 17 3 " cv Io — 4x4 = 4x4 2x4 11 2x4 11 3x4 7-0.0 13-0-0 20.0-0 7-0-0 6.0-0 7-0-0 Plate Offsets (X;Y)-- [1:0-1-4,Edgel, [2:0-3-8,0-2-41, [3:0-3-4,0-2-O]; [4:0-2-10,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) I/defl Ud PLATES_.GRIP TCLL .. 2070 Plate Grip DOL 1.25 TC. 0.88 Vert(LL) 0.72 6-14 >333 . 240 MT20 244/190 TCDL .7.0 Lumber DOL 1.25 BC 0.87 . Vert(CT) -0.74 8-11 >325 180 BCLL 0.0. ' Rep Stress Incr . NO WB 0.21 Horz(CT) 0.05 4 n/a Wit BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:74 lb FT = 20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.1 'Except TOP CHORD. Structural wood sheathing directly applied or 3-1=0 ocpudins. 1-2: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or b-4-13 oc bracing. BOT CHORD 2x4'SP No.i WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 4=0-8-0 Max Horz 1=-149(LC 6) Max.Uplift 1=-594(LC 8); .4=-753(LC 8) Max Grav 1=1188(LC 1), 4=1310(LC 1) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2244/1148, 2-3— 1959/1108; 3-4=-2252/1159 . BOT CHORD 1-8=-862/1941, 6-8=-865/1.989, 4-6=-868/1946 WEBS 2-8=-129/548, 3-6=0/498 NOTES- 1) Unbalanced roof jive 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=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60:plate grip DOL=1.60 3) Buildingbesigner / 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 100 lb uplift at joint(s) except at=lb) 1=594, 4=753. 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 9-0-12', 87 Ib down and 164 lb up at 1.0-11-4; and 239 lb down and 336 Ib, up. at 13-0-0, and 91 lb down and 47 ib up at 7-0-0 on top chord, and 185 lb down and 78 lb up at 7-0-0, 65 lb down at 9-0-12, and 65 lb down at 10-11-4,.and 185 lb down and 78 lb up. at 12-114 on bottom chord. The design/selection of such connection dev'ice(s) is:the responsibility of others. 9) In the LOAD CASE(S) section,.loads applied to the face ofthe truss are noted as front (F.) or back (3). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase--1.25 . Uniform Loads_(plf) Vert: 1-2=-54, 2-3=-54, 3-5==54; 9-12= 20 Concentrated Loads (Ib) Vert:2=-87(F) 3=-239(F) 8=-183(F) 6=-183(F)-16=-87(F) 17=-87(F)18=-40(F) 19= 40(F) Joaquin Velez PE No.68182. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FI: 336.10 Date: August 7,2021 .. .. .... .. .. I A WARNING -Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE"MII-7473 rev. 5/19/2020 BEFORE USE... --i , , Design valid for use only with MiTek®conneclors. 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, 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 " ANSI/TP11 Quality Criteria; DSB-89 and BCS/ Building Component 6904 Parke East Blvd, Safety, lnformation available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .36610 - Jab Truss Truss Type I .. Oty Ply 1480 A 1 OX14 BLK NO HS .:.T24950884 2866845 B02 Hip Truss 1 1 Job Reference (optional) buuaers rlrsisource triant ury, r-L), riani utry, rL- J1500/' 0.4JV 5 JUII a LVC I Iva I UA Hluusules, uu:. Fir Muy 0 uV.cc.c I . I rnyc I ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-xcAQCRQ39CskalHraY9peSSfhpEJBGFMiVneghygcXW 6-34 9.0-0 11-0.0 13-8-13 20-0.0 21-4-0 6-3-4, 2-8-13 2-0-0 2-8-12 :6.3-3 1-4-0 Scale=1:36.7 4x4 4x4 = 3 4. . ST1 4x4 = 3x4 = 4x6 — 3A LOADING (psf) TCLL 20.0 TCDL .7.0 BCLL 0.0 BCDL 10.0 4x4 = 20.0-0 lol 9-0-0 2.0-0 9.0-0 4 Edoel SPACING- 2-0-0 CSI. DEFL. in (loc)' I/dell Ud PLATES GRIP Plate Grip.DOL 1.25 TC.. 0.45 Vert(LL) -0.15 10-13 >999 .240 MT20 244/190 Lumber DOL . 1.25 BC . 0.70 .. Vert(CT) . -0.33 10-13 >735 .180 Rep Stress [nor YES WB 0.13 . HOrz(CT) 0.03 6 n/a n/a Code FBC2020/TP12014 Matrix-MSH Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-11'oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. WEBS - 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 6=0-8-0 Max Horz 1=-186(1_68) Max Uplift 1=-348(LC 10), 6=-454(LC 10) Max:Grav 1=73B(LC 1), 6=814(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1196/603, 2-3=-982/527, 3-4= 830/490, 4-5= 979/524, 5-6— 1190/593 BOT CHORD 1-10=-390/1050, 8-1 0193/830; 6-8= 376/1029 WEBS 2-10=-374/293, 3-10=-175/.K9, 4-8=-150/347, 5-8=-364/272 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=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)'zone;C-C for members and forces & MWFRS for reactions shown;.Lumber DOL=1.60 plate grip'DOL=1.60 - . 3) Building Designer / Project engineer responsible for.verifying applied roof live load, shown covers rain loading requirements specific to. the use of this truss cornponenf. 4) Provide adequate drainage.to prevent water ponding: 4 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 100 Ib uplift at joint(s) except at=lb) i=348, 6=454. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Chit 6634 6904 Path East Blvd. Tampa Fl 33610 Date: August 7;2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. _ ... ... ' Design valid for use only with MiTek® connectors. This design is based 6nly; 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 propedyincorporate this design into the overall4 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 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 .86610 ' Job Truss Truss Type s pty Ply 1480 A 1 OX14 BLK NO HS T24950885 2866845 B03 Common Truss 1 1. Job Reference (optional) tiwlders rlrstbource (rtant uty, ru), rlant tatty, ru - 33bb/, .. ts.a�u s uun z zurt m1 I eK mousmes, trip. rn Aug o uu:zz:zz zuei . rage i ID:wOY7Lyl SwnFGv7.x93_gXGeiJF5?-PpjoPnohwW?aCSs1 BFh2Ag_pgDW3ti5Wx9XBD7ygcXV 5-8-0 10-0-0 14.4-0 20-0-0 , 21-4-0 5-8-0 4-4.0 4-4-0 5-8.0 1-4-0 Scale'=1:36.0 44 = 3 ST1.P = 5 ST1.Sx8 — 6 Ia 4x4 = 5xB = 4x4 10-0.0 20.0-0 10-0.0 10.0.0 . Plate Offsets (X;Y)-- [1:0-1-4,Edgel, [7:0-4-0',0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)' Udefl" Ud PLATES:' GRIP TCLL 20:0 Plate Grip.DOL 1.25 TC 0.48 Vert(LL) -0.16: 7-10 >999 .240 MT20 244/190 . TCDL .7.0 Lumber DOL 1.25 BC. 0.93 . Vert(CT) -0.35' 7-10 >687 .180. BCLL 0.0. • Rep Stress Incr . YES W B . 0:22 . Horz(CT) 0.03 . 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 88 lb FT = 20% ' LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-84,oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. . WEBS 2x4 SP No.3 REACTIONS. (size). 1=0-8-0, 5=0-8-0 Max Horz 1= 204(LC 8) Max Uplift 1=-348(LC 10), 5=-454(LC 10) . MaxGrav 1=738(LC 1), 5=814(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250'(Ib) or less except when shown. TOP CHORD 1-2=-1224/629, 2-3=-935/478, 3-4=-934/476, 4-5=-1218/618 BOT CHORD 1-7=423/1097, 5-7= 409/1063 WEBS 3-7=-242/589, 4-7= 387/305, 2-7=-396/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)'zone;C-C for members and forces & MWFRS for reactions - shown;.Lumber DOL=1.60 plate grip DOL=1.60 3) 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 of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of.withstanding 100 lb uplift at joint(s) except (jt=1b). . 1=348, 5=454. . Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6534 6904 Parke East Blvd. Tampa FL 33610 Date:. August 7,20.21' . .. I ... -- - - -- ... Q 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 for an individual building component, not A truss system. Before use, the building designer must vertfy,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, - pp T . MOW Q.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 . ANS11TPl1 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 r t Oty Ply 1480 A 1OX14 BLK NO HS ' T24950886 2866845 C1 Jack -Open Truss 8 1. Job Reference (optional) t3uacterS rlrst5ource tenant l:ny, rLJ, : mant L iiy, rL-;3Mb/, 0.4JU s Jun Z ZuZ I IVII 1 eK Inuusines! Inc.. rn Aug o uv;ee:ZJ eue I . raye I ID:w.0Y7Ly1 SwnFGv7x93_gXGezJF5?-t?HAc6RJhg7RpcRDiyCHjtX38d4LcBrfApGllaygcXU _1:4-0 ]-0-0 V — 2x4.. 100 1-0-0 Plate Offsets (X,Y)-- [2:0-4-4,0-0-41 LOADING (psf) SPACING- 2-0-0' ' CSI. DEFL. in (lop)' I/dell Ud PLATES': GRIP TCLL 20.0 Plate Grip DOL 1.25* TC .. 0.13- Vert(LL) 0.00.. 7 >999 .240 MT20 244/190 TCDL .7.0 Lumber DOL .1.25 BC ' 0.03 , Vert(CT) 0.00. 7 >999 .180 . BCLL 0.0 Rep Stress Inca . YES W B : 0.00 .. Horz(CT) 0.00 . 4 n/a n/a BCDL, 10.0 Code FBC202OfTP[2014 • Matrix -MP Weight: 6:lb FT = 20%: LUMBER- aBRACING- TOP CHORD. 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 1-0=0.oc.puffins. BOT CHORD. 2x4 SP No.2 BOT CHORD .: 'Rigid ceiling directly applied or 10-0-0 oc bracing.. .. REACTIONS. (size) ; 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2-81(LC '10) Max Uplift 3=-3(LC 4), 2= 190(LC.10),'4= 12(LC 1) Max Grav 3=17(LC 10),:2=157(LC' 1), 4=41(LC 10) FORCES. (lb) - Max. Comp./Max. Ten: -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-1.6;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. " Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown;.Lumber DOL=1.60 plate grip DOL=1:60: . 2) 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.fitbetweenthe 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 100 lb uplift at joint(s) 3, 4 except at=lb) 2=190. w. Joaquin Velez PE N6.68182, MiTek USA, In:c. FL Ceit 6634 6804 Parke East Blvd. Tampa FL 336.10 p ate:August 7;2021' WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE:. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not :a truss system. Before use-, the building designer must verifythe applicability of design parameters and, property incorporate this design into the overall: building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'. is alwaysrequiredfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. - ANS11Tpl1 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke -East Blvd: Salety.lnlormation:available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL -36610 Job Truss Truss Type r City Ply 1480 A 10X14 BLK NO HS T24950887 2866845 C1 A JACK -OPEN TRUSS 4 1. Jab Reference (optional) Plate Offsets XY -- [2:0-0-15 E ge LOADING (psf) SPACING- 2-0-0 '.' CSI. 'DEFL. in (loc) I/deft:• Ud PLATES:: GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 :. Vert(LL) . 0.00. 7 >999 240 MT20 .:.244/190 :. TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT). 0.00: 7 >999 . 180 . BCLL .. 0.0 Rep Stress Incr . YES WB 0.00 . Horz(CT) . 0.00 . 2 n/a n/a BCDC: 10.0 Code FBC2020ffP12014:: Matrix -MP Weight: 6 lb FT = 20'/0; LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD: 2x4 SP No.2 BOT CHORD .Rigid ceiling directly applied or 6-0-0 oc bracing. . . .. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical : Max Horz , 2=81(LC :10) Max Uplift 3=-5(LC 7), 2=-177(LC 10), 4=-11(LC 1) .Max$rav 3=13(LC 11),:2=157(LC1), 4=32(LC 10) 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=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown;.Lumber DOL=1.60 plate gdp:DOL=1.60 . 2) Building Designer / Project engineer responsible forverifying 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 b etween.the bottom chord and any othermembers. 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 (by others) of truss to bearing plate capable of withstanding 100 Ib, uplift at joint(s) 3,"4 except Qt=lb) 2=177. . Joaquin Velez PE N6.66182 . MiTek USA, Inc: FL Ceit 6634 6904 Parke East Blvd. Tampa FL:336.10 Date: August 7,202 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown, and Is for 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 chard 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 BCS/ Building Component 6904 Parke East Blvd, Safety Informationr available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Tampa, FL 36610 Job Truss Truss Type r ! Qty Ply 1480 A 1 OX14 BILK NO HS T24950888 2866845 C1P Jack -Open Truss 4 1. Job Reference (optional) 1-0-0a. 1-0-0 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4] LOADING (psf) SPACING- 2-0-0- - - CSI. DEFL. in (loc) Well Ud PLATES: GRIP TCLL . - 20.0 Plate Grip:DOL 1.25 TC 0.13 : Vert(LL) 0.00. 7 >999 .240 MT20 .:.244/190 .. TCDL .. 7.0 Lumber DOL '1.25 BC. 0.02 Vert(CT) 0.00 7 >999 180 BCLL .. 0.0 ' Rep Stress Incr . YES WB 0.00 Horz(CT) . 0.00 4 n/a n/a BCDL. 10.0 Code FBC2020/TPI2014' _ Matrix -MP Weight:6:Ib FT=20%: LUMBER- . . . . . . BRACING- .. . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0=O,oc.pudins: BOT CHORD. 2x4 SP No.2 BOT CHORD . Rigid ceiling directly applied or.10 0-0 oc bracing.. REACTIONS. (size)': 3=M,echanical, 2=0-4-0, 4=Me6hanical, Max Horz2=81(LC 10) Max Uplift 3=-7(LC 7), 2= 210(LC 10)';-4=-19(LC 15) Max Grav 3=12(LC 10), 2=157(LC 1), 4=27(LC 10) 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=24ft; eave=4ft; Cat. ll; Exp"C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2).zone; porch left and right exposed;C-C.for members and forces & MW FRS:for reactions shown; Lumber"D.OL=1.60 plate grip. DOL=1.60. 2) Building Designer/ Project engineer responsible forverifying 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 ahe: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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=2,10. Joaquin Velez PE No.68162. MiTek USA, Inc. FL Ceft 6634 . .. 6804 Parke East Blvd Tampa p a FL.336.10 Date: August 7;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 for _an individual building component, not MF . �a truss system. Before use, the building designer must vedfy_the applicability of design parameters and propedy.incorporate this design info the ov.erall, building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members -only. Additionaltemporary.and permanent bracing MI ek'. is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the lT fabdeation, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety.lnlormation: available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL-86610• Job Truss Truss Type 1 City Ply 1480 A 10X14:BLK NO HS T24950889 2866845 C3 Jack -Open Truss 8 1. Job Reference (optional) 0.43V S uurl L LVL I IVII 1 er, Illuu5111tlJ, Illl:." MI Myy O um44G zo Zue I . ruyu 1 ID:wOY7Lyl SwnFGv7x83_gXGezJF5?-pNPxl oTZCRN93vbcpNElolcPeRkO45Lyd7lsgSygcXS 3-0.0 '. 3.0-0.. Scale=1:12.8 m 0 m 300 �. 3-0-0. Plate Offsets (X,Y)-- [2:0-1-4,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 0.13 Vert(LL) .. -0.01 : 4-7 >999 .240 MT20 ' 244/190:. TCDL 7.0 Lumber DOL . 1.25 BC 0.12' .. Vert(CT) -0.61 4-7 >999 ..160 . . BCLL 0.0. ` Rep Stress Inca . YES WB 0.00 :: HOrz(CT) 0.00. 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 ; _ Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD. ,Structural wood sheathing directly applied or 3-0-0 oc.pudins: BOT CHORD. 2x4 SP No.2 " BOT CHORD . :Rigid ceiling directly applied or'10-0-0 oc bracing.. REACTIONS. (size) : 3=Mechanical, 2=0-8-0, 4=Mechanical " Max Horz 2=133(LC 10) Max.Uplift 3=-54(LC 10), 2=-157(LC 10) Max Gram 3=70(LC 15), 2=197(LC 1), 4=50(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=24ft; eave=4ft; Cat. 11; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2).zone;C-C for members and forces & MWFRS for reactions shown;.Lumber DOL=1.60 plate grip:DOL=1.60.: 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 girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding- 100 lb uplift at joint(s) 3 except 6t=lb) 2=157. Joaquin Velez PE N6.68181 .. ll USA Inc. FL Ceit 6634 East Blvd Tampa 6904 Parke E m a FL 336.10 p Date: August 7,2021 Q WARNING - Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE.: .. ... Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, a6d:is for in 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, 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 ANS117PI1 Quality Criteria; DSB-89 and SCSI Building Component. 6904 Parke East BW. Sarelyintormation. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ' Job Truss Truss Type r + I:: Ply 1480 A t0xi, BLK NO HS " T24950890 2866845 C3A Jack -Open Truss 4 1. Job Reference (optional) cuuaers rusizource trlani c1ry, I-L), ream L'Ily, rL - J:Sbb/, O.43V 5 Jul] Z LVL 1 Ivu I erc u1V V5tne5, Illy.. rn r+uy b va:cccb cvc 1 . rdye I I D:wOY7Lyl SwnFGv7x93_gXGezJ F57-pNPxl oTZCRN93vbcpN ElolcPeRkM45Lyd7lsgSygcXS -1-4-0 3-0-0 1-4-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl . Ud GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.01 4-7 >999 .240 ..PLATES MT20 244/190 TCDL 7.0 Lumber DOL ' 1.25 BC . 0.12 Vert(CT) -0.01 4-7 >999 180 . BCLL 0.0 Rep Stress: Incr YES W5. 0.00 . Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP .Weight:12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0=0 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 Horz 2=133(1_C 10) Max Uplift 3=-59(LC 10), 2_ 150(LC 10) Max Grav 3=72(LC 15), 2=197(LC 1), 4=50(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; 13=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2).zone;C-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 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 ANSPTPI 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) 3 except at=lb)• 2=150. Joaquin VelezPE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Patke East Blvd. Tampa FIL 3361D . Date: August 7,2021 © WARNING - Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE'Ml1-7473 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 in Individual building component, not �a truss system. Before use, the building designer must vedfythe applicability of design parameters and propedyincorporate this design into the overall: building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional.temporary and permanent bracing 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 . ANSUTP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety.lnformation, available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 1 Oty Ply 1480 A IOX14 BLK NO HS . . T24950891 2866845 C3P Jack -Open Truss 4 :. 1 Job Reference (optional tlutlaefs Mrstbource (Flan tarty, t-L), : Vianl city, rL - ddb67, u.4JU s dun z zuz1 mi I eK Inousines, Inc. • rn Aug b Ue:zz:zb zuz t . rage I ID:wOY7LylSwnFGv7x93_gXGezJF5?-HazJFBTB7JVOg3A6N51_Lw9aOg4fpYb5snVPMuygcXR 140 3-00 „ 1.4.0 3-0-0 Scale=1:12.8 . 3 i 3-0-0 3-0-0 Plate Offsets (X,Y)-- 12:0-4-4,0-0-41 LOADING (pso SPACING- 2-0-0 CSI. :DEFL. in (loc) Well .: Lid PLATESGRIP TCLL .. 20.0 Plate Grip.DOL 1.25 TC 0.13 : Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC 0.12 .. Vert(CT) -0.01 4-7 >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 -MP Weight 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0:0 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=0-4-0, 4=Mechanical. Max Horz 2=133(LC 10) Max Uplift 3=-64(1_C 10), 2=-214(LC 10), 4=-42(LC 7) - Max Grav 3=62(LC 15), 2=197(LC 1), 4=50(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=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2).zone; porch left and right exposed;C-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 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 100 lb uplift at joint(s) 3, 4 except at=lb) 2=214, Joaquin Velez PE N6.68182 MiTek USA, Inc. fL Cert 6634 6904 Pltke East Blvd. Tampa FL.336.10 a Date: August 7,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev- 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 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 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 Waldort, MD 20601 Tampa, FL 36610. Job Truss Truss Type } Oty Ply 1480 A 10X14 BLK NO HS .. T 2 2495089 2866845 C5 Jack -Open Truss 4 1 Job Reference (optional) liuucers mrslsource Imam ury, ref, . rianl cny, M - 03b0/, 1-4,0 0 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2] 8.4JV 5 JVrI c zuc r rvu i eK inuusures, uw. rn r�uy o ��:cccr cvc i raye i ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-ImXhSUUgk2dt[Dl?xoGDtjiihENAY?gF5REquLygcXQ 5.0=0 ' 5-0-0 Scale=1:18.0 m 0 m N '3x4= 500 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) ' Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL .1.25 TC . 0.35 Vert(LL) -0.04- 4-7 >999 .240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 . Vert(CT) -0.07 4-7 >876 . 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 -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins. BOT CHORD: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or:10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=187(LC 10) Max Uplift 3=-109(LC 10), 2=-167(LC 10) Max Grav 3=128(LC 15), 2=264(LC 1), 4=88(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.- NOTES- a 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp.C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 2) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=109, 2=167. Joaquin Velez PE No.68182. MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 7,20.21 © 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 showk and�is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design Into the overall: building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members only. Additional temporary. and permanent bracing. _ MlTprk• 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 . ANSVTPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety. Information, available from Truss Piate.lnstitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ' Job Truss Truss Type t Qty Ply 1480 A 1 OX14 BLK NO HS ..T24950893 2866645 CSA Jack -Open Truss 4 1 Job Reference (optional) Builders flrSttiource (Flan Vny, rL), Flan any, t-L - 665_ e/, _ � � o.waU s gun a ZUZ I wu i eK rnuusmes, rnc. Fit Muy 0 Ua:ccu cuc 1 raye r - ID:wOY7Ly1 SwnFGv7x93—gXGezJF5?-ImXhSUUgk2dtlDl?xoGDtjiiTENBY?gF5REquLygcXG 1-4-0 5-0-0 1.4.0:r 5-0.0 .. Scale = 1:17.6 3 6.00 F12 0 Co N O 2. ST TP= . . . 3.00 F1 2 Plate Offsets (X Y)-- [2:0-0-15,Edge) LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (loc) Vdefl : • L/d PLATESGRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.36 .. Vert(LL) -0.04 4-7 >999 240 MTPO 244/190: . TCDL 7.0 Lumber DOL .1.25 BC . 0.29 Vert(CT) -0.07. 4-7 >844 .160 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 . 3 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -MP Weight: 18 lb FT = 20% : LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD. :Structural wood sheathing directly applied or 5-0=O oc.purlins. BOT CHORD 2x4 SP No.2 BOT CHORD :Rigid ceiling directly applied 6r.6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=187(LC 10) Max Uplift 3- 113(LC 10), 2=-161(LC' 10) ' Max Grav 3=130(LC 15), 2=264(LC 1), 4=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown,. NOTES - !)Wind: ASIDE 7-16;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2).zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp.DOL=1.60 :. 2) Building Designer/ Project engineer responsible forverifying 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 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 100 lb_ uplift at joint(s) except at' lb) 3=113,2=161. . 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, andis loran Individual building component, not - a truss system. Before use, the building designer must vedfy-the applicability of design parameters and propertyincorporate this design into the overall: building design. Bracing indicated is to prevent buckling of individual truss web,and/or chord members -only. Additional. temporary, and permanent bracing, MITOk•. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANS11TPll Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke -East Blvd. " Salety.lnlormation available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 ... _ Tampa, FL 36610. Job Truss Truss Type l Qty Ply 1480 A 1 OX14 BLK NO HS T24950894 2866845 C7A Jack -Open Truss 4 1. Job Reference (optional) . ". Builders FirstSource (Plant city, t-L), : Flan Lally, FL • JJbbl, 15.43U 5 Jun ie ZUZ I MI I eK Inuu51rles, inc.. ru muy o uu:u;co euc i . rdye i - I D:w0Y7Ly] SwnFGv7x93_gXGezJ F5?-Dy53ggVSV MlkwNKBU W oSQxEtP..edfHS9OJ5_W QnygcXP 140 40.0:. 700 4-0-0:- 3-0.0 . .. Scale'= 1:22.8 4 6.00 F12 .. .:2x4 Q .. ... ... .. .. w . m N4. .. .. .. .. ., '.. ... ,. cp 6 m .. o .. ... 2x4 �� .. �. . .5x = 1 6 3.00 12 .. 6 0• 3x4 �. 5-0-0 5-0-0 Plate Offsets (XY)-- [2:0-0-15,Edge]' LOADING (psf) SPACING- 2-0-0 -'.'. CST. DEFL. in (loc) '.I/deft: Lid PLATES GRIP TCLL .: 20.0 Plate Grip-DOL .1.25 TC 0.35. Vert(LL)' .. 0.17, 6-9 >486 240 MT20 .:.244/190: TCDL 7.0' Lumber DOL 1.25 BC . 0.66 Vert(CT). . -0.26. 6-9 >324 .180 BCLL 0.0, ` Rep Stress. Incr . YES W B 0.06 Horz(CT) . 0.02, : 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 27 lb FT = 20% LUMBER- BRACING• TOP CHORD 2x4 SP No.2 TOP CHORD. .:Structural wood sheathing directly applied or 6-0=O,oc.purlins: BOT CHORD: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied 6r:10-0-0 oc bracing. WEBS '2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=Mechanical. _4--'Mechanical, Max Horz 2=241(LC 10) Max Uplift 4=-87(LC 10), 2=•l79(LC 10), 5=-76(LC 10) Max Gram 4=107(LC 15),.2=336(LC 1), 5=169(LC 15) FORCES. (lb) - Max. Corsi laz. Ten. - All forces 250 (Ib) or less except when shown.. - WEBS 3-6=-254/199 NOTES- 1) Wind: ASCE 7-16;:Vult=160mph (3-second gust):Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft;.Cat.' Il;' Exp C; Encl., GCpi=0.18; MW FRS (directional) and. C-C Exterior(2) zone;C-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 forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. a" 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 of20.0psf on the.bottom chord in all.areas where a rectangle 9-6-0 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/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) 4, 5 except Gt=lb)' . 2=179. d. Joaquin Velez PE N6.68182 MiTek USA, Inc: FL Cart 6634 6904 Parke East Blvd. Tampa FL .33610 ate: August 7;2021 A WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-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 wilh possible personal injuryand property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke, East BW. ' Safety.Information. available from Truss Plate, Institute,;2670 Crain Highway, Suite 203 Waldorf, MD 20601 ... Tampa, FL:36610 ' Job Truss Truss Type t Ply 1480 A 10X14 BLK NO HS T24950895 2866845 D01 Hip Truss Iqty 1 1. Job Reference (optional) kiullaers 1-lrst50urce (Plant L:ny, t-L), Plant LAty, rL - 83b6/, 0.40U s Uun Z ZUZ 1 IV" I en "IUu5u', S, III . r11 Huy O UJ:LL:OV LVG 1 rayu 1 ID:w0Y7Ly1SwnFGv7x93_gXGezJF57-ALCg4WWilz?S9hTZcxgwVMKD9SN_ILvhnPTcVgygcXN 1.4-0 5-0.0 8.0-0 13-0-0 14.4-0 1.4-0 5-0-0., 3-0-0 5.0.0 1-.4.0 Scale = 1:25.5 4x4 = : 44 = 3 15 16 17. 4 Im a 0 3x4 = 3x4 = . 8-0-0 13-0-0 5-0-0. 3-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) Udefl' Ud PLATES, GRIP TCLL - 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.13 7-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.14 . 8-11 >999 .180 BCLL 0.0 Rep Stress Incr .NO WB 0.11 Horz(CT) 0.02 5 n/a n%a BCDL 10.0 Code FBC2020lrP12014 Matrix-MSH Weight: 52 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=-118(LC 6) Max Uplift 2= 395(LC 8), 5=-424(LC 8) Max Grav 2=731(LC 1), 5=750(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1125/490, 3-4=-969/487, 4-5=-1130/498. BOT CHORD 2-8=-298/958, 7-8= 298/969, 5-7=-304/961 WEBS 3-8=-56/282, 4-7=0/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp.C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ' 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=16) 2=395, 5=424: 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 46 lb down and 119 lb up at 6-6-0, and 129 lb down and 286 lb up at 8-0-0, and 48.lb down. and 25 lb up at 5-0-0 on top chord, and 100 lb down at 5-0-0, and 35:Ib down and 1 lb up at 6-6-'0, and 100 lb down at'7-1'1-4 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:CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads.(plf) Vert: 1-3=54, 3-4=-54, 4-6==54, 9-12=-20 Concentrated Loads (lb) Vert: 3=-46(F) 4=-129(F) 8=-65(F) 7=-65(F)A6=-46(F) .18=-24(F) Joaquin Velez PE No.6618.2 MiTek USA, Inc. FL Ceft 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: August 7;2021 © 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 properlyincorporate this design into the overall. building design. Bracing indicated is to prevent buckling of individual truss'web,andlor 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 genera( guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see • • ANSI TP11 Quality Criteria; DSB-89 and BCSI Building Component - - 6904 Parke East Blvd. Satety.inlormation available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type } City Ply 1480 A 1 OX74 BILK NO HS . T2495OB96 2866845 D02 :. Common Truss 3 1 Job Reference (optional) blullaers rlrsmource (Flan[ uny, F-L), : rlani uny, rL - 33bbr, ts.43u s dun z zUZi mi I eK Inausines, Inc. in Aug b us:zz:Jl zuzl rage i ID:wOY7Lyl SwnFGv7x93—gXGezJF5?•eXmClrXKoH7Jng2mAeL92ZsLgddUo2rO3DA16yqcXM -1-4-0 6-6-0 13 0 0 .1.4.0 6.6-0 6-6-0 Scale'= 1:24.6 . 46 = 3 3x4 =. 3x4 = 660 1300 6-6-0 6-6-0 Plate Offsets (X,Y)-- [2:0-1-0,Edgej, 14i0-1-0,Edgej LOADING (psf) SPACING- 2-0-0 . CSI. "DEFL. in (loc)' ' I/deft : L/d PLATES GRIP TCLL 20:0 Plate Grip.DOL :1.25 TC 0.47 .. Vert(LL) 0.08:. 5-8 >999 240 MTPO 244/190: TCDL 7.0 Lumber DOL 1.25 BC. 0.46. Vert(CT).-0.12.. 5-8 >999 180 BCLL '0.0 Rep Stress.Incr . YES WB 0.11 HOrz(CT) 0.01:. 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:48Ib FT=20%:' LUMBER -BRACING TOP CHORD. 2x4 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 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size)..4=0-8=0, 2=0-8-0 Max Horz 2=139(LC 9) " Max Uplift 4=-223(LC 10), 2=-333(LC 10) Max Grav 4=477(LC 1), 2=557(LC 1) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-684/3,12, 3-4=-682/309 BOT CHORD 2-5=-173/551, 4-5=-1.73/551 WEBS 3-5=0/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph'(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft;"eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown;.Lumber DOL=1.60 plate grip DOL=1.60: 3) 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 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of•20.6psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of:withstanding 100 lb uplift at joint(s) except 611=11b 4=223, 2=333. Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke E m a FL 33610 East Blvd Tampa .Date:. . August 7;2021 WARNING -Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 5/19/2020 BEFORE USE..' ' Design valid for use only with MiTek® connectors. This design is based only. upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify, the applicability of design parameters and. properly incorporate this design into the overall. building design. Bracing indicated is to prevent buckling of Individual truss web, and/or chord members only. Additional temporary, and permanent bracing MITp.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 . ANSUTP/I 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 1 Qty Ply 1480 A 10X14 BLK NO HS T24950897 2866845 E4 JACK -OPEN TRUSS 4 . ' 1 Job Reference (optional) 4.4•U b.4JU s .Jun z ZUZ7 mi I eK Inousmes, Inc. r-n Aug u ue:ez:31 zuz I rage I wnFGv7x93_gXGezJF5?-eXmCl rXKoH7Jng2mAeL92ZsPgrmVUpgrO3DA16yqcXM Scale: 3/4"=1' 4--4.0 4-4-0 LOADING (psf) SPACING- 2-0-0: CSI. DEFL. in (lob). : I/deft:: Ud PLATESGRIP ' TCLL: • 20.0 Plate Grip DOL 1.25 . TIC 0.21 Vert(LL) 0.04 4=7 . >999: 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC . 0.20. Vert(CT) -0.03 4-7 >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 FBC20201fP12014 Matrix -MP : Weight: 16 lb, FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood'sheathing directly applied or4-4-0 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=0-4-0,'4=Mechanical Max Horn 2=169(LC 10) Max Uplift 3— 104(CC 10), 2=-245(LC 10), 4=-64(LC 7) Max.Grav 3=99 LC' 15 , 2=241 LC.1 , 4=76 CC 3 ' FORCES.-. (Ib) - 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=24ft; eave=4ft; Cat. Il; Exp:C;_Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(?) zone; porch left exposed;C-C for members and forces & :. . MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading :requirements specific: to the use of this truss component. 3) This truss has been designed fdr: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.::q. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except of=lb) 3=104, 2=245. Joaquin Velez PE No.68182. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL ;33610, Date: August 7;2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'M I-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 vedfy,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 torstability and to prevent collapse,with possible personal injury and property damage. For general guidance regarding the .. .. , fabrication, storage, delivery, erection and, bracing of trusses and truss systems, see. , ANSUTP11 Quality Criteria; 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 1 Qty Ply 1480 A 10X14 BLK NO HS T24950898 2866845 E5 Jack -Open Truss 3 1 Job Reference (optional) 44'= w. 5-0 0 5-0-0. Plate Offsets '(X;Y)-- ' [2:0-1-4,0-0-2] " LOADING (psf) SPACING- 2-0-0 .' CSI. DEFL. in (loc) I/deft: Ud PLATES: GRIP TCLL .:. 20.0 Plate Grip:DOL 1.25 TC.. 0.35 :. Ve.n(LL) .-0.04:. 4-7 >999 .240 MT20 244/190. TCDL 7.0 Lumber DOL .1.25 BC 6.20 .. Vert(CT) . -0.07 4-7 >876 .180 BCLL 0.0. ' Rep Stress Incr YES WB 0:00 Horz(CT) 0.00 3 n/a -n/a BCDL: 10.0 Code FBC2020/TP12014 :: Matrix -MP 'Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 sP No.2 TOP CHORD. :Structural wood sheathing directly applied or 5-O=O.oc purlins. BOT CHORD: 2x4$P 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 Hdrz .2=187(LC 10) Max Uplift 3= 109(LC 10),.2= 167(LC 10) Max Grav 3=128(LC 15), 2=264(LC 1), 4=88(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=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2). zone;C-C for members and forces & MW FRS for reactions' shown; Lumber DOL=1.60 plate grip:DOL=1.60 : 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=1b) 3=109, 2=167. . . . .: Joaquin Velez PE N6.68182 . .. MiTek USA, Inc. FL Cart 6634 ast Blvd Ta 6804 Parke E mpa FL 33610. Date:. .. :. August j WARNING -Verify 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, a, for an individual building component, not . A truss system. Before use, the building designer must verlfy,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 alwv ys 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/TPI1 Quality Criteria, DSB-99 and SCSI Building Component, 6904 Parke East Blvd. ' Salety.lnlormation..available from Truss Plate,lnstitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL,86610 Job Truss Truss Type r 1 Qty Ply 1480 A 10X14 ELK NO HS ... T24950899 2866845 E5P JACK -OPEN TRUSS 3 1 Job Reference o tional 0.110V 5 JUII a e U 4 1 IVII I UK UIUUWIUS, 1I1U. • F11 nYy V uv.G 00 U. I r-•nytl r ID:w0Y.7Ly1SwnFGv7x93_gXGezJF5?-awuyjXZaKuN1O8CBH3Nd7_yk5fQ0yjK7TNiH6_ygcXK 5-0-0 . ... 570.0.-. Scale = 1:17.8 . m 0 m C N 3x4 5-0-p 5-0.0. . LOADING (psf) SPACING- 2-0-0 - CSI. DEFL. in (loc) Udefl. Lid PLATES' GRIP TOLL 20.0 _ _ Plate Grip DOL 1.25 - TC 0.29 Verl(LL) 0.08 47 >777. " 240 MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC.. 0.26 " Vert(CT) 0.06: 4-7 >984' :180 BCLL .0.0 ' Rep Stress !nor YES W B 0.00 .. Horz(CT) -0.00 . 3 n/a n/a BCDL 10.0 Code FBG2020/TP12Q14 Matrix -MP Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 ". TOP CHORD Structural wood' sheathing directly applied orb 0-0 oc purlins. BOT CHORD. 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied. or 10-0-0 oc bracing:. REACTIONS. (size)- 3=Mechanical, 2=0-4-0; 4=Mechanical . Max Horz 2=187(LC 10) Max Uplift 3=-123(LC 10), 2=-263(LC 10), 4=-76(LC 10) Max Grav 3=117(LC 15),.2=264(LC 1),"4=88(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=5.0psf h=15ft; B=45ft; L=2411; eave=oft; Cat. II; Exp:C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(?) zone; porch left and right exposed;C-C.for members and . . forces.& MWFR$.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 componefit. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been'designed fora live load of 20.00sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0=0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of miss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) - 3=123, 2=263. q. Joaquin Velez PE N6.6616.2 MiTek USA, Inc. FL Ceit 6634 . 90 Puke E FL.336110 East Blvd Tampa Date: August 7;2021 .... ... ... & WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Nlll-7473 rev. 5/19/2020 BEFORE USE::. .. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis foran Individual building component, not ��- a truss system. Before use, the building designer must verify.the applicability of design parameters and, propedy;incorporate this design into the overall: building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members:only. Additional, temporary, and permanent bracing, " MiTek'.. Is alwaysrequiredfor stability and to prevent collapse, with possible personal injuryand propeftY damage. For general. guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSYTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety. Information. available from Truss Plate. Institute„2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type 1 Qty Ply 1480 A 1 OX14.BLK NO HS T24950900 2866845 E7 Jack -Open Truss 4 1. Job Reference optional) tiunoers mrstsource (rtam silty, t-L), : mani uny, rL - 33bbi , n.aau s uun z zun MI I ex Inousmes, inc.. t-n Hug u ua:zz:3b zuzl rage i ID:wOY7Lyl SwnFGv7x93_gXGezJF5?_Va5LZbTdplbtcxjyBxKkda9Ks01943a9LwidJygcXH 140 700 7-0.0 Scale '=1:23.0 . 3 r, .. q. .. m 0 sir of m 1 6• s e. 3x4 = 4.. 700:. 7-0-0 . . Plate Offsets (X,Y)-- [2:0-1-4,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl. L/d PLATES GRIP TCLL 20.0 Plate Grip:DOL 1.25 TC. 0.67-:. Vert(LL) 0.15: 4-7 >558 240 MT20, 244/190 TCDL 7.0 Lumber DOL 1.25 BO. . 0.52 .. Vert(CT) . -0.24. 4-7 >348 180. BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL, 10.0 Code FBC2020/TP12014 Matrix -MP Weight:'24 lb FT = 20%, LUMBER- BRACING - TOP CHORD 2x4 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'10-0-0 oc bracing. ' REACTIONS. (size)' 3=Mechanical, 2=0-8-0, 4=Me6hanical Max Horz2=241'(LC 10) Max Uplift 3=-161(LC 10), 2=-185(LC 10) Max'Grav 3=185(LC 15), 2=336(LC 1), 4=126(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=24ft; eave=4ft; Cat. II; Exp C; Encl., G-Opi=0.18; MW FRS (directional) and C-C Exterior(2). zone;C-C for members and forces & MW FRS for reactions . . shown;.Lumber DOL=1.60 plate gdp.DOL=1.601: " .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 betweenth e 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 100 lb uplift at joint(s) except Qt=lb) 3=161, 2=185. Joaquin Velez PE No.68182 MiTek USA, Inc. FGCeft 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 7,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Ml1-7473 rev. 5/19/2620 BEFORE USE.:. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis for an individual building component, not _a truss system. Before use, the building designer must verlfy,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 inigry 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 ! aty Ply 1480 A 10X14 BLK NO HS T24950901 2866845 E9A Jack -Open Truss 10 1 Job Reference (optional) eluu(3ers rlrstz)ource triani klIry, t-Ll, ream uny, rL - JJDb/, 0.4J1J 5 Jun 4 ZUZ I IVII I eK Inuu5ine5, Inc.. rn i+ug o u`J:ez;oi 4ue I rage I ID:w0Y7Lyl SwnFGv7x93—gXGezJF5?-Th7TYvc5O7tSVIWwWvS2Hg60?GhfuVOjO_gUFmygcXG 1 4 0 4 0 3 5 1 11 7-1-14 11-1-0 ... 1.4.0 4-0`3 . 1-1-8 2-0-3 .1-6-2 . . 4 Scale=1:27.6 . r7 6.00 12 m N 3x4 i .. 3 6 3x4 7 2x4 11 3.00' 12 5-1-14 7-1-14 17-10-14, 8-B-0 1-1.11 2-0.0 0-9-0 0-9-2 m o . .6 N . Plate Offsets X,Y)--[2:0-0-15,Edpe] ' LOADING (psf) SPACING- 2-0-0 _' CSI. DEFL. in (loc)'.' I/deft:: Ud PLATES:- GRIP TCLL 20.0 Plate Grip. DOL .1.25 TC 0.30' :. Vert(LL) 0.12:. 6-7 >893 .240 MT20 ' 244/190. . TCDL 7.0 Lumber DOL 1.25 BC 6.73'.. Vert(CT)..-0..15.. 6-7 >697 180. BCLL 0.0 Rep Stress Inca YES WB 0A9 Horz(CT) : 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 :, _ .: Matrix -MP Weight: 36 lb FT = 20%_ LUMBER- BRACING - TOP CHORD 2x4 'SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 0 O.oc.puriins. BOT CHORD 2x4 SP No.2 BOT CHORD .: :Rigid ceiling directly applied or 8-4-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size)' 4=Mechanical, 2=0-8-0, 5=Mechanical, Max.Horz 2=285(LC 10) Max Uplift 4=-117(LC 10), 2=- 95(LC 10), 5=-89(LC 10) Max:Grav 4=130(LC 15),.2=396(LC 1), 5=215(LC 15) . . FORCES. (lb) - Max. Comp,/Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 769/291 " BOT CHORD 2-7=-443/828, 6-7— 432/791 ' . WEBS 3-7=-8/254, 3-6=-795/430 . NOTES- 1) Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-G Exterior(2) zone;C-C for members and forces & MWFRS 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'fruss 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 beeri:designed for a live load of 20'.0psf on thebottom 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(fP1.1 angle to grain formula. Building.de.signer 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) 5 except at=lb) 4=117, 2=195. . Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 v a 6604 Parke E Tampa East . . Date: ' August 7; WARNING -Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and his for an individual building component, not• .. a truss system. Before use, the building designer must verifythe applicability of design parameters and, propedy,incorporate this design into the overall: 'building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members:only. Additional. temporary. and permanent bracing, �A/� T is always required for stability and to prevent collapse.wjth possible personal Injury and property damage. For general. guidance regarding the IVI� lW fabrication, storage, 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. from Truss Plate. Institute,;2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .36610 Job Truss Truss Type r Oty Ply 1480 A 1 OX14 BILK NO HS T24950902 2866845 EJBA ROOF TRUSS 2 1 Job Reference (optional) builders Fifstbource (slant Glty, rL), :: slant Ulty, t-L - 33bb I, - -1 -4 0 :: 1-4.0 4x4 11.431.1 s Jun Z ZUZI MI I eK Ir I D: at b F D Lfs Ij OY7j X? u F Vj S g zi ZxL- P4 F Ezl 8710 3-4.12 2x4 11 4 :5-2.14 8-7-10 5-2,14 3-4-12 :s, Inc.. rn Aug b UU:ZZ:0V ZU21 rage 1 3Ak3fleKU1 MFBjC4N9MQBOrl9bJeygcXE Scale=1:27.9 . ;r N p' O. N Plate Offsets(X;Y)-- f2:0-2-10 0-0-131 LOADING (psf) SPACING- 2-0-0 . CSI. DEFL. in (loc)' .I/dell : • Ud PLATES:. GRIP TCLL ... 20.0 Plate Grip DOL 1.25 TC. 0.51 : Vert(LL) ..-0.16:. 5-8 >615 240 MT20 244/190: TCDL .7.0 Lumber DOL 1.25 BC. .0.66, Vert(CT). 433. 5-8 >301 .180. BCLL 0.0 ' Rep Stress. Incir YES WB . 0:11 Horz(CT) . 0.01. 2 n/a n/a BCDL, 10.0 Code FBC2020/TP12014 . Matrix -MP Weight:'39lb FT=20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD. :Structural wood sheathing directly applied or 6-0=0 oc.pudins. BOT CHORD 2x4 SP No.2 BOT CHORD . :Rigid ceiling directly applied or:9-8-1 oc bracing: WEBS " 2x4 SP No.3 *Except' . .. 4-5: 2x6 SP No.2 REACTIONS. (size) 2=0-7-10, 5=Mechanical Max Horz 2=280(LC 10) Max Uplift 2_ 193(LC 10), 5=-201(LC 10) Max Grav 2=389(LC. 1), 5=337(LC 15) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown: TOP CHORD 2-3=-475/224 BOT CHORD 2-5=-359/537 WEBS 3-5=-523/347 ... -NOTES- a 1) Wind: ASIDE 7-16; Vult=160mph:(3-second gust) Vastl=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; 8=45ft; L=24ft;'eave=4ft; Cat. II; Exp'C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and - right exposed;C-C for members and forces &:MWFRS for reactions shown; Lumber DOL=1.60 plate grip. DOL=1.60 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/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 at=lb) 2=193, 5=201. Joaquin Velez PE N6.66162 MiTek USA, Inc. FL Ceit 6634 6604 Parke E FL 33610 East Blvd. Tampa .Date:. .. August 7,2021" 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 vedfy_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.witll 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 BCSI Building Component 6904 ParkeEastBlvd. Safety Information available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. ... ... ... .. p Tam a, FL . 8661b . Job Truss Truss Type'I JQty Ply 1480 A 1 OX14 BLK NO HS T24950903 2866845 H5 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FlrstSource (Plant city, I-L), Plant Glty, FL - 33557, -1-10-10 1-10-10 1:3.43U S Jun z zuzl MI I eK Industnes, inc rrl AUg b UV:ZZ:4U ZUZI Pagel ID:wOY7Ly.1 SwnFGv7x93_gXGezJF5?-tGpcBwezg2G1 MDEUBI?GvTksNUli5u294yuBr4ygcXD 7-0-14' 3-3-8 7-0-14 . .: 7-0-14. .. Plate Offsets (X,Y)-- [2:0-2-11,0-0-3] LOADING (pso SPACING- 2-0-0 CSI. 'DEFL. in (loc)- I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL :1.25 TC 0.61 Vert(LL) 0.10. 4-7 >817 240 MT20 244/190 TCDL .7.0 Lumber DOL .1.25 BC. .0.51 Vert(CT)-0.19'. 4-7 >448 .180. BCLL 0.0 Rep Stress Incir NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MP Weight: 25lb FT=20%: LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0=O oc purjins. 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=M.echanical Max Horz 2=188(LC 8) Max Uplift 3- 139(LC 8), 2=-217(LC 8) Max Gram 3=151(LC 1), 2=279(LC1), 4=121(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=24h; eave=4ft; Cat. II; 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 fora 10.0 psf bottom chord live load nonconcurrent with any -other live loads. ; 4) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections.: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=139, 2=217. 7) Hanger(s) or other connection device(s) shall be provided. suffidient to support concentrated load(s) 40 lb down and 50 lb' up at 1-6-12, 40 lb down and 50 lb up at 1-6-12, and 6, lb down and 78 lb up at 4-4-12, and 6 lb down. and 78 lb up at 4-4-12 on top, chord and 30 lb up at .1-6-12, 30 lb up at 1-6-12, and 7 lb down and 8 lb up at: 4-4-12, and 7 lb down and 8 lb up at 4-4-12 on bottom chord.. The design/selection of such connection.device(s) is the responsibility of others. 8) In the LOAD CAS E(S).section, loads applied to the face of the truss are noted as,front (F) or back (B). LOAD-CASE(S) Standard 1) Dead +.Roof Live'(balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3==54, 4-5=-20 Concentrated Loads (lb)' Vert: 8=100(F=50; B=50) 9= 7(F=-3, B=-3) 10=33(F=16, B=16) 11=-13(F=-7, B='-7) :. Joaquin Velez PE N6.68182 MiTek USA Inc FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 7;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 foran 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, 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 ANSIITP11 Quality Criteria; DSB-89 and SCSI Building Component 6904 Parke East Blvd. - Salety,informationavailable from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job I Truss Truss Type I Qty Ply 1480 A 10X14 ELK NO HS T24950904 2866845 H5P Diagonal Hip Girder 2 1. Job Reference (optional) Builders rirstsource (man1 city, t-L), - Hiant Glty, rL - 33bbi, - - C.43U s Jun z zuzl mi I eK inousines, Inc. - rn Aug b UU:ZZ:41 ZUZI rage 1 ID:wOY7Lyl SwnFGv7x93—gXGezJF57-LSN_OGfcRLOuzNphlkW V RgH3ztBcgLIJJceiOXygcXC 1-10-10'3-9-6 7-0-14' 1-10.10 3.9.6 : 3-3-6 Scale =1:17.4 3 I� . 4.24 F12 .9 N u) N 8 2. .. ST TP= o-ta 7-0-14. Plate Offsets (X,Y)-- [2:0-0-11,0-0-11" LOADING (psf) SPACING- 2-0-0 CSI. DER. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49" Vert(LL) 0.20:. 4-7 >415 240 MT20 244/190. TCDL .7.0 Lumber DOL 1.25 BC 0.34 . Vert(CT). 0.17. 4-7 >486 180. BCLL 0.0 Rep Stress Ind . - NO WB 0.00 .. Horz(CT) . -0.00, 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 : Matrix -MP Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 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.10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=188(LC 8) Max Uplift 3'=-137(LC 8), 2=-268(LC 8),'4=-89(LC 5) Max Grav 3=120(LC 1), 2=209(LC1), 4=97(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=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right.exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer:/ Project engineer responsible for verifying applied roof.live load shown covers rain loading requirements specific to the use of this truss component. 3). This truss has been designed 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 girder(s) for truss to truss connections.: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ot=lb) 3=137, 2=268. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 54 lb down and 72 lb up at 1-6-12, 54 lb down and 72 lb up at 1-6-12, and 2 lb down and 92 lb up at 4-4-12, and 2 lb down and 92 lb up at 4-4-12 on top chord and 25 Ib down and 46 lb up at 1-6-12, 25 lb down and 46 lb up at 1-6-12, and 4 lb down and 12 Ib up at 4-4-12, and 4 lb down and 12 lb up at 44-12 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 (plo Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=145(F=72, B=72) 9=38(F=19, B=19).10=49(F=25, B=25) 11=3(F=2, B=2), Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Paake East Blvd. Tampa FL 33610 Date: ugust 7,2021 .... ... .... ...... .. ... Q WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. _Design valid for use only with MiTek® connectors. This design Is based only. upon parameters shown, and'Is for an individual building component, not a truss system. Before use, the building designer must verify. the applicability of design parameters and propedyincorporate this design into the overall " building design. Bracing indicated is to prevent buckling of individual truss web,andlor chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the tabticatlon, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East BlOd: Safety. Information. available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610. Job Truss Truss Type t Oty Ply 80 A 1,OX14.BLK NO HS T24950905 Tjob 2866645 H7 Diagonal Hip Girder 2 Reference (optional) t:runaers rlrslaource trtani city, rL/, riani ury, rL- oc001, o.yau uwi «u< n„ �n I D:w0Y7Lyl SwnFGv7x93-gXGezJF57-pfxMccgECfW lbXOtJS2k_upCVHOZZhESXGN FwzygcXB 1-10-10 4 8 0 . . . .. 9'10=13 .. 4-8-0 . 5.2.13 Scale=1:22.7 r. _� dM ,— 3x4= 4-8-0 4-8-0 9.10-13 _ 5.2-13 Plate Offsets (X Y)-- [2:0-2-11 0-0-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES : GRIP TCLL ... 20.0 Plate Grip DOL 1.25 TIC . 0.63' . Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC. 0.62 Vert(CT) -0.12 . 6-7 >999 .180. BCLL 0.0 Rep Stress [nor NO WB 0.40 Horz(CT) 0.01 5 n/a .. n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight-. 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0.oc.puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or.9-0-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-159(LC 8), 2=-276(LC 8), 5=-104(LC 8) Max.Grav 4=156(LC 1), 2=412(LC1), 5=291(LC 3) FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250 (Ib) or less except when shown. ' TOP CHORD 2-3=-724/299 BOT CHORD 2-7=899/691, 6-7=-393/691 WEBS 3 7=0/281, 3-6=-730/415 NOTES- ,;. .. 1) Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; 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 appliedroof 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 20.0psf 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ' 4=159, 2=276; 5=104. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 50 lb up at 1-6-12, 40 lb down and 50.lb up at 1-6-12, 6 lb down and 78 lb up at 4-4-12, 6 lb down and 78 lb up at 4-4-12, and 46 lb down and 1251b up at 7-2-11, and 46 lb down and 125 lb up at 7-2-11 orf;top chord, and 30 Ib'up at 1-6-12, 30 lb up at 1-6-12, 7 lb down and 8 lb up at 4-4-12, 7 lb down and 8 lb.up at' 4-4-12, and 35 lb down and 1 lb up at 7-2-11, and 35 lb down and 1 lb up at 7-2=11, 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, 5-8=-20 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL.33610 . Date: ugust 7;202 ontin ed on oaae 2 ' A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE:. Design valid for use only witfi MiTek® connectors. This design is based only upon parameters shown, and'is for an individual building component, not .. a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members only. Additional. temporary, and permanent bracing. .. 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 BCSI Building Component 6904 Parke -East Blvd_. Safety Information. available from Truss Plate. lnstitute,'2670 Crain Highway, Suite 203 Waldorf, MD 20601 - - - Tampa, FL 36610 Job Truss Truss Type aty P 1480 A 10X14 _BLK NO HS '.ly -T24950905 2866845 H7 Diagonal Hip Girder 2 1 Job Reference (optional) 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 MTek®connectorsibis ftigri Is based onfy upon parameters showri, and is for an individual building comporieri6 not. a truss system. Before use, the building designer must verifjhe applicability of design parameters and bropedy.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, MiTW 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 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 1480 A 10X14 BLK NO HS T24950906 2866845 H9A Diagonal Hip Girder 2 . 1 Job Reference (optional) bUnaers t-ustbource (Fiam L;ny, t-L), mant L;ity, f-L - 33b6/, ts.43U s .lun z zuzl mi 1 eK Inousines, Inc. _ t-n Aug u UU:zZ:43 zun - rage i ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-HrVkpyhszzecDgz3t9ZzX5Mllhlll7_cmw7oSPygcXA 1-10-10 4-5-8 5-11-1 12-2-5 12 -1 1-10-10 4-5-8 1-5-9 6-3-4 0- .12 9 4x4 2x4 11 Scale=1:27.7 . .:4 5 4-5-8 5-11-1 , 12-2-11 1218-1 4-5-8 1 1-5-9 6.3-10 0-0-6- Plate Offsets (X,Y)-- [2:0-5-3,0-0-10); [6:0-4-13,0=2-0) LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES . GRIP TCLL 20.0 Plate Grip:DOL 1.25 TC. 0.92 - Vert(LL) 0.24 6-7 >605 240 MT20 244/190 . TCDL .7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.32 6-7 >452 180 BCLL 0.0 ' Rep Stress Incr . NO WB 0.50 Horz(CT) 0.03 6 n/a n/a BCDL: 10.0 Code FBC2020[TP12014 Matrix-MSH Weight: 54 lb FT = 20%. LUMBER- BRACING- TOP CHORD. 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8=9 ocpuffins. BOT CHORD. 2x4 SP M 31 BOT CHORD :Rigid ceiling directly applied or oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-6 REACTIONS. (size) 2=0-8-0, 6=Mechanical Max Horz 2=286(LC 8) Max Uplift 2=-356(LC 8), 6=-540(LC 8) Max Grav 2=654(LC 1), 6=866(LC 1) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2113/996 ' BOT CHORD 2-7=-1126/1995, 6-7=-1149/2026 WEBS 3-7=0/413, 3-6=-1970/1126 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. . 3) This truss has been designed for a 10.0 p6f bottom chord live load nonconeurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord, and any other members.. 5) Refer to girders) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 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 Qt=lb) 2=356, 6=540. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concehtrated Ipad(s) 40 lb down and 26 lb up at 1-6-12; 40 lb down and 26 lb up at 1-6-12, 11 lb down and 80 lb up at 4-4-12;11 lb down and 80 lb up at' 474-12, 60 lb down and 135 lb up at 7-2-11, 60 lb down and 135 lb up at 7-2-11, and 42 lb down and 109 lb up at 10-0-10, and 42 lb down and 109 lb up at 10-0-10 on top chord, and 30 lb up at 1-6-12, 30:Ib up at 1-6-12, .10 Ito down and 7 lb up at 4-4-12; 10'lb down and 7 lb up at 4-4-12, 48 Ib down at 7-2-11, 48:Ib down at 7-2-11; and 134 Ib down and 96 Ib up at 10-0-10; and 134 Ib down and 96 Ib up at 10-0-10 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 1) Dead +Roof Live'(balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-14, 6-8=-20 ;ontinued on oaae 2 Joaquin Velez PE No.69182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 7;2021 Q 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 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 . 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 Truss Truss Type + y Qty Ply 1480 A 1OX14 BLK NO HS .. ' T24950906 2866845 H9A Diagonal Hip Girder 2 1. Job Reference (optional) A WARNING - Verify designparameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 vedfy_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 Injuryand 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 + C A ' Qty Ply 1480 A 1 OX14 BLK NO HS T24950907 2866845 Pot Hip Truss 1 1 Job Reference (optional) bUllaerS rlrsiJource trlant ldiy, r-L), . riam l,ny, rL - JJOor, 0.4Ju S Jun 4 NC 1 wli i art a iuuauiaa, um. ru nuy o Jo.cc.Yti ��� • �cyo ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-113701hUkGmTggYGQi4C3Jvb357W 1 gRl?asM?sygcX9 1.4-0 5.0.0 9-0.0 14-0-0 15-4-0 1-4-0 4-0-0 5.0-0 Scale = 1:27.1 l 4x6.— 46 = 3 ' 15 16 17 4 3x4 = anti i -e i Jx4 — 5-0-0 9.0.0 14-0-0 5-0-0 4.0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc), I/defl ' Ud PLATESGRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.16 7--14 >999=- 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.26 BC 0.46 Vert(CT), 0.14 7-14 >999 180 BCLL 0.0' ' Rep Stress Incr . NO W B . 0.10 Horz(CT) -0.02. 5 n/a n/a . BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 55 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP. CHORD Structural wood sheathing directly applied or 5-175 oc pudins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directlyapplied.or 5-10-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 5=0-4-0 Max Horz 2=118(LC, 7) Max Uplift 2=-813(l_C 8), 5= 830(LC 8)' Max'Grav 2=737(LC 1), 5=753(LC 1) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown.. TOP CHORD 2-3— 1140/1206, 3-4=-983/1146, 4-5=-1144/1210. BOT CHORD 2-8=-949/973, 7-8='-962/983, 5-7=-951/975 . WEBS 3-8=-267/271, 4-7=-194/258 NOTES p. - 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=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch 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 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 other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=813, 5=830. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 125 lb up at 5-0-0, and 46 lb down and,125 lb up at 7-0-0, and 159 lb down. and 296 lb up at 9-070 on top chord, and 66 lb down and 88 Ib up at -.' 5-0-0, and 35 lb down and'42 lb tip at 7-0-0, and 66 lb'down arid 88 lb up at 8-11-4 on bottom chord. The desigb/selectiori 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (p1.0 . Vert: 1-3— 54, 3-4=-54, 4-6= 54, 9-12= 20 Concentrated Loads (lb) " Joaquin Velez PE No 66162 MiTek USA, Inc. FL Cert 6634 Vert: 3=-46(F) 4=-103(F) 8=-46(F) 7= 46(F).16=-46(F) .18= 24(F) 6904 Parke East Blvd. Tampa FL 33610 Date: Augus t 7;2021 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MIJ-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 verity_the applicability of design parameters and prope'dy 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 alwaysrequiredfor stability and to prevent collapse,wlth possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sefety.Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ... ... Tampa, FL .36610 Job Truss Truss Type R ` {~, Qty Ply 1480 A 10Xt4 BILK NO HS T24950908 2866845 P02 Common Truss 2 1 Job Reference (optional) CunclerS mrstboufce (Plant Gny, rL), mani Gny, rL - J6*01, 0.4:JU s uUn ie ZUZ I MI I eK Inuusinys, Inc.. rn Hug o utl:ZC.90 eue I : rage I ID:wOY7Ly1SwnFGv7x93_gXGe7,JF.5?-iQAtRJkGuOA46ieYl6g8k_vzupAVac2SuLT3kygcX7 1-4-0 7-0.0 14-0-0 15-4-0 1-4-0 7-0-0 7-0.0 ' 0 Scale = 1:26.9 . 4x6 3 -0 3x4 = ... zxv 11 .. 3x4 = 700 14-00 7-0-0 7-0-0 Plate Offsets (X,Y)-- [2:0-1-0,Edge], [4:0-1-O',Edge] --- -- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . I/deft Ud TCLL 20.0 Plate Grip.DOL :1.25 TC.. 0.54. Verf(LL) 0.17 6-9 >999 240 TCDL .. 7.0- Lumber DOL .1.25 BC ' 0.51 . Vert(CT) -b.14; 6-12 >999 180 BCLL .. 0.0. ' Rep Stress Incr . YES W B . 0.12 . Horz(CT) 0.01 4 n/a h/a PLATES GRIP MT20 244/190 BCDL. 10.0 Code FBC202OfTP]2014 ; Matrix-MSH Wpight:'54lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 5-6-13 oc pudins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or.8-2-7 oc bracing. . WEBS 2x4SPNo.3 REACTIONS. (size). 2=0-4-0, 4=0-4-0 Max Horz 2=154(LC 9) Max Uplift 2=-615(LC 10), 4=-615(LC 10) Max Grav 2=590(LC 1), 4=590(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-729/678, 3-4= 729/678 BOT CHORD 2-6=-444/586, 4-6=-444/586 WEBS 3-6=-285/323 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=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(?) zone; porch left and right exposed;C-C'for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible formerifying 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 of 20.Opsf on the bottom chord in,all areas where a rectangle 3-6-0 tall by 2-0-'0 wide. will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of:withstanding 100 lb uplift at joint(s) except Qt=lb). 2=615, 4=615. Joaquin Velez PE N6.66162 MiTek USA, Inc. FL Cert 6634 6904 Patke East Blvd. Tampa FL 33610 Date: August 7;2021 ... I I . .. . .. I. © WARNING - Verify design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.'. _ . . Design valid for use only with MiTek® oennectors. This design Is based. only upon parameters shown, and is for an individual building component, not MF a truss system. Before use, the building designer must verify,the applicability of design parameters and propedy.lncorporate this design into the overall . building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord, members only. Addition al. temporary, and perm anent bracing MITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general, guidance fegarding 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. Salety.Intormation available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center:plate on jointunless x, y " " i ensions hown in.ft-in-s xteenths FallUre tofollow .COUICI C rOp2ity 6 4.8 . dimensions s i ause.P 4 offsets are indicated. (Drawings not to scale) Damage or PersOrlal 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 BCSI. and fully embed teeth: TOP CHORDS 2. Truss bracing must:be designed bran engineer. For c1-2 c2a wide truss spacing, individual lateral braces themselves may require bracing; or alternativeTor I O WEBS c 4 - bracing should be considered. M m .. O.. ' O �, N 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. U .. N U 0_ c 4: Provide copies of this truss design to the building d For 4 X 2 orientation, locate ~ " c7=8 c6a CS-6 " all otherri interested ed partieslsor, p an „; BOTTOM CHORDS Pro erty owner Plates 0 pis from outside 5. 'Cut members to bear tightly against each other. . edge of truss. 8 7 6.. ... 5 .... . 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI i. required direction of slots in AROUND THE TRUSS STARTING ATTHE JOINTFARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. T. "'the environment in accord. with ANSI/TPI 1: THE•LEF CHORDS AND WEBS ARE IDENTIFIED BY END JOINT. 8. • Unless otherwise noted, moisture content of.lumber Plate location details available in MiTek 20/20 NUMBERS/LETTERS. shall not exceed 1 s i at time of fabrication:. . software or upon request. 9. Unless expressly noted, this design is not applicable for PRODUCT CODE APPROVALS use with fire retardant; preservativeareated, 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 width measured perpendicular ESR-131.1, ESR-1352, ESR198.8 camber for dead'load deflection: X to slots.. Second' dimension is -- ER-3907, ESR-2362, ESR-1397, ESR-3282 the length parallel t0 slots. Pate size, orientation a d I cation dim sion .. 11.: I type ti n o en ' s g p indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and LATERAL BRACING LOCATION in all respects, equal to or better than that speci fied ..ed:' Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the . 13. Top chords must be sheathed or,puriins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output.. Use T or I bracing 14. Bottom chords require lateral bracing at 10 ft. spacing, if indicated. Lumber_ design values are in accordance.with ANSI/TPI 1 or less; if no ceiling is installed, unless otherwise noted. sectio.ri 6.3 These truss designs rely. on.lumber values BEARING _ established by Others. 15. Connections not shown are the responsibility of others:' . 16. Do not cut or alter truss member or plate without prior Indicates location where bearings .: approval.of an engineer. (supports) occur. Icons vary but. " © 2012 MiTekO All Rights Reserved reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number Where bearings occur. 18. Use of green or treated lumber. may pose unacceptable Min size shown is for crushing only. �� environmental, health or performance risks. Consult with project engineer before use. Industry, Standards.: 19. Review all portions of this design (front, back, words and pictures) before use Reviewing p es alone ANSI/TP11: National'Desi n S ecification.for Metal pi ur fo in ictur 9 p. is not sufficient. Plate .Connected Wood Truss.Construction. DSB-89: Design Standard for. Bracing. ® 20. Design assumes manufacture. in accordance with BCS_ I: Building Component Safety Information,' ANSI/TPI. 1 Quality Criteria. Guide to Good PraCtlCe,fOr, Handling, MiTek 21.The design does not take into account any dynamic Installing & Bracing of Metal Plate or other loads other than those expressly stated. Connected Wood Trusses.. MiTek Engineering Reference Sheet: MII-7473 rev..5/19/2020