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® Lumber design values,Ore,in accordance with ANSI/TP.I 1.section 6.3 These truss designs rely on lumber values established by,others. MiTek.q. RE 2810533-TNT MiTek USA, Inc. 69 Site Information:04 Parke East Blvd Tampa, FL 33610-4115 .Customer Info: :TNT BLDRS Project Name: Model: MELLISSA II Lot/Block: Subdivision: . Address: SAVANNAH ROAD,. City: PORT SAINT. LUCIE State: „ Name. Address and License.# of Structural.Engineerof Record, If there is one, for the building.. . Name:.. License #: Address: City: State:: General Truss Engineering Criteria & Design Loads (Individual. Truss Design. Drawings Show Special Loading Conditions Design Code:.:FBC2020/TP12014, ..: Design Program: MiTek:20/20 8.4 ..Wind Code: ASCE.7-16 Wind Speed: 165 mph Roof Load: 37.0 psf ::..:: Floor Load:: N/A psf This package' includes 56 individual, Truss Design. Drawings and 0 Additional Drawings. With my.seal affixed to this sheet; I hereby certify. that I am the Truss. Design Engineer and this index sheet . . conft rms.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 T24135191: A1: 5/28/21 - 23 T24135213 CJ2 5/28/21.: 2, . T24135192 Ai A 5/28/21 24. T24135214 • CJ3 .. 5/28/21 3 ..T24135193 A2 5/28/21 25 T24135215 CJ4- :.::. 5/28/21 4 T24135194 A4 5/28/21 26 . : T24135216 CJ31 5/28/21 :.5 T24135195 A5 .5/28/21:. 27 T241:35217 CJ51 ::5/28/21 6 T24135196 A6 -5/28/21 28 T24135218: D1 5/28/21 :7 T24135197: A7 5/28/21: 29 T24135219 - D2 5/28/21 8 T24135198 A8 . 5/28/21 30 .. T24135220 D3::: 5/28/21 110.:: T24135200 A90 5/28/21 32:: T24135222 EJ5 .:. 5/28/21 5/28/21. 11 T2413520.1 'All 5/28/21 33 T24135223 . EJ7 5/28/21 12 T24135207 A.12 5/28/21.: 34 T24135224 EJ31-5/28/2.1: 13T24135203 131 5/28/21 35. T24135225 EJ71 5/28/21' . 14: 124135204 B2 5/28/21 36 : T24135226 FG1 _ :..: 5/28/21 15 T24135205 B3 5/28/21 37 T24135227 FG'2 5/28/21 16 T24135206.. B4. 5/28/21 38 T241.35228 FG3 .5/28/21 .. . .17 T24135207. Cl, 5/28/21'_ 39 T241:35229 G1 5/28/21. 18 T24135208 C2 :5/28/21 40 T24135230 G2 5/28/21 19.: .T24135209 C3 ::.: 5/28/21 41.: T24135231 G3 •. 5/28/21 .. 20 T24135210 C4 5/28/21 42: T24135232 HJ2 5/28/21 21 - T24135211 C5 5/28/21 43:. : T24135233 HJ3 5/28/21 22 T24135212 -CJ1 5/28/21 44 T241:35234 HJ5 5/28/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc..under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). . . • N 8182. Truss. Design Engineer's Name. Velez, Joaquin * .q q My license renewal date for the state of Florida is February 28, 2023. - IMPORTANT NOTE: The seal on these truss:component designs is a certification 0. S TE OF �44 that the engineer named is, licensed in the jurisdiction(s)_identified,and that the designs comply with ANSI/TPI 1: These designs are based upon parameters �� • : R 1. G ,� shown (e.g:, loads, supports,. dimensions, shapes and design codes), which were j '_S� given to MiTek or TRENCO. Any projectapecific information included is,for_MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the Joaq n Velez PE 0.68182 applicability of the design parameters :or the designs for any particular building. Before use; MiTek $A, Ine. •Cort 6634 the: building, designer should verify applicability of design parameters and properly 6904 P e Blvd. Tampa F118610 incorporate these designs into the overall building design per ANSI[TPI 1, Chapter 2. Date: 1VIay 28,2021 Velez, Joaquin 1 of 2 RE: 2810533-TNT - Site Information: Customer Info: TNT BLDRS Project Name: . Model: MELLISSA II Lot/Block: . Subdivision: . Address: SAVANNAH ROAD,. City: PORT SAINT LUCIE State: . No. Seal# Truss Name Date 45 T24135235 HJ7 5/28/21 46 T24135236 HJ31 5/28/21 47 T24135237 V1 5/28/21 48 T24135238 V2 5/28/21 49 T24135239 V3 5/28/21 50 T24135240 V4 5/28/21 51 T24135241 V5 5/28/21 52 T24135242 V6 5/28/21 53 T24135243 V7 5/28/21 54 T24135244 V8 5/28/21 55 T24135245 V9 5/28/21 56 T24135246 V10 5/28/21 2 of 2 Job Truss Truss Type ally Ply T24135191 2810533-TNT Al. Roof Special 2 1 Job Reference (optional) tdultaers mrstsource (t-ort vierce),, rOrt vierce, I -I_ - jl4U4b� 0.4'I s may I ZUZ t IV1t t eK 1nVU5ines, Inc. YveV 1v1dy 4o Io:Zr: 10 LVL 1 rnye i ID:B_6iCi63dp8HjdgXpWGfxGzEYB?-6Y?OgB9Plp6dl kgCc2CUFfCeZzxcr9CCel61 buzCa9A 1-0- 4-4-12 5 2-10 14-11-8 21-3-0 27-2-0 34.6-12 42-5-0 O- 4=4=12 0-9-14 9-8.14 6-3.8 5-11.0 7-4-12 7-10.4 Scale=1:76.9 �. 5= . 6.00 12 7 14 11 m 1 2 l dI 0 6xB = Iv 0 Id' N ST1.5x8 STP = 15 13 12 ST1.5x8 STP = . 4x6 = 5x8 = 5x8 '= 3.00 12 2x4 I. 3.\ 4 4 12 , 8-8-0 .. 17-11-0 � .. P7.2_p � 34-6-12 .' :. 42.5_p 4-4-12 4-3-4 9-3-0 9.3-0 7-4-12 7-10-4 Plate Offsets (XY)-- [5:0-3-0 Edge], [11:0-1-6,0-1-8], [13:0-5-4,0-2-81, [15:0-5-4,0-2-12] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc)_ : I/deft Ud PLATES: GRIP TCLL 20.0 Plate Grip DOL. 1.25 :TC. 0.91:. Vert(LL) : -0.33 13-14 >999 360 :. MT20 244/190 TCDL 7.0 Lumber DOC 1.25 BC: : 0.90 Vert(CT). . -0.74 13-14 >679 240. BCLL 0.6. ' Rep Stress Incr : YES W B : 0.61 Horz(CT) : 0.10 1 11 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix-SH Wind(LL) 0.32 13-14:.:>999. 240 Weight:230lb FT=20%: LUMBER- BRACING - TOP CHORD :2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except BOT CHORD. Rigid ceiling directly applied or 4-3-13 oc bracing. 14-15,l3-.14: 2x4 SP. No. 1 WEBS 1 Row at midpt 6-15, 7713, 10-13, 7-14 ' WEBS 2x4 SP No3 REACTIONS. (size)" 2=0-&0, 11=0-7-0 . Max Horz 2=506(LC 11) :. Max Uplift 2=-914(LC 12), 11=-805(LC 12) Max Gray.2=1619(LC 1), 11=1545(1_13 1): FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or.less except when shown..; TOP CHORD. '2-3=-2880/1816, 3-4=-2723/1746,'4-6= 2758/1915, 6-7=-2713/1872, 7-8=-2284/1798, .. 8-10=-2295/1568, 10-11 =-2898/181 0 BOT CHORD 2-15=-1503/2754, 14-15=-1422/2746, 13-14— 805/1851; 12-13=-1452/2487, 11-12=-1452/2489 WEBS 7-13=-583/747; 8-1:3=-474/553, 10-i3=-729/517, 10-12=0/324, 4-15=-330/323, . 6-14=-420/501, 7-14=-930/1770. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vuli=165mph:(3-second gust) Vasd=l28mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; 1-4011; eave=711; Cat. . 11; Exp C; Encl., GCpi=0.18;.MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-1-1, Interior(1) 5-1-1 to 21-3-0, Extedor(2R) 21-3-0 to 27-3-12, Interior(1) 27-3-12 to:42.-1-8zone; cantilever left and right exposed ;C-C fog 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 loadingrequirements specific to the use of this truss:component. 47 This truss has been designed.for a 10.0 psf bottom chord jive 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 (jt=lb) %'2=914, 11=805. q. Joaquin Velez PE No.6 182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL _3.36.10 Date:. May 28,2021 - ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,: and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and, properly Incorporate this design into the overall building.design. Bracing indicated is to prevent buckling of individual truss web and/or chord members:only. Additional temporary, and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracingoftrusses and truss systems, see : , ANSI/TPII Quality Criteria; DSO-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 Qty Ply r T24135192 2810533-TNT A1A ROOF SPECIAL 1 1 Job Reference (optional) nuuaers rirsiaource Iron: riercel,_ -1-0- �4-4-12 5 2-1( -0- 4-4=12 0-9-1� run rleruel rL - 04y4o,, 14-11-8 9-8-14 C.4JU 5 ID:8_6iCi63dp8Hidg) 21-3-0 27-2-0 6-3-8'. 5-11-0 5x6 = . 6.00 12 7 .— c ! ini i on 11— rrcu i .. , pW GfxGzEYB?-SVpHtvCXaMkw7VY9PbntyivWg_fJWQRx 1poG6zCa95 34.6-12 42-6-0 43.6 p 7-4-12: 7-11-4 -0- Scale 1:77.3 15 11 Ch m 1 2 6x8 = 12 . m .. 6 N ST1.5x8 STP = 1614 13 : ST1.5x8 STP:= 4x6 = 5x8 = 3.00 12 5x8 = 2x4 I 4x6 4-4-12 8-8-0 17-11-0 27-2-0 34-6-12 42-6-0 4 4-3-4 9-3-0 9-3-0 7-4-12 7-11-4 Plate Offsets (X Y)--- [5:0-3-0 Edge] [14:0-5-4 0-2-8] [16:0-5-4 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell; L/d PLATES,' GRIP TOLL : 20.0 Plate Grip DOL 1.25 TIC 0:88 Vert(LL)-0.33.14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC. 0.87 Vert(CT) -0.74 14-15 >678 240 BCLL .0.0 ' Rep Stress Incr 'YES WB: 0.61 Horz(CT) 0.19 11 n/a n/a . . BCDL 10.0 Code FBC202OfTP]2014 : Matrix-SH Wind(LL) 0.32 14-15 >999 240 Weight: 232 lb FT = 20 LUMBER- BRACING - TOP CHORD :2x4 SP No.2 TOP CHORD .. Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except*. BOT CHORD. Rigid ceiling directly applied or 4-7-13 oc bracing. 15-16,14-.15: 2x4 SP No.1 WEBS 1 Row at midpt. 6-16, 7-14, 10-14,.7-15 WEBS 2x4 SP:No.3:.. REACTIONS. (size) 2=0-8-0, 11=0-8-0, Max:Horz 2=-514(LC 10) Max, Uplift2=-913(LC 12), 11=-913(LC 12) Max Grav 2=1620(LC 1), 1.11=1626(LC 1): FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or,less except when shown; TOP CHORD 2-3=-2881/1816, 3-4=-2724/1746, 4-6=-2758/1915,:6-7=-2714/1841, 7-8=-2286/1799, 8-10=-2297/1550, 10-11=-2898/1765 BOT CHORD 2-16=-1448/2766, 15-16=r1349/2762, 14-15=-738/1866, 13-14==1378/2488, 11-13- 1.378/2488 WEBS 7-14=-590/750, 8r14=-475/553, 10-14=-727/478, .10-13=0/324, 4-1.6=-330/323, 6-15=-418/510,7-15=-902/1776, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft;: eave=7ft; Cat. 11; Exp C; Encl., GCpi=0:18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-1-1, Interior(1) 5-1-1 to 21-3-0, Exterior(2R) 21=3-0 to,27-3-12, Interioe(1) 27-3-12 to,43-6-0 zone; cantilever left and right exposed ;C-C for members and, forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss' Component. 4fThis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) +2=913, 11=913. . Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 336.10 .. Date: May 28,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:. _. Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown, and is 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 : ANSI/Tplt 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, FE 36610 Job Truss Truss Type Qty. Ply t 1 T24135 93 2810533-TNT A2 Roof Special 3 1 Job Reference o tional t3uaoers rlrstbource tron rlercei, ron rierce, rL - J4a40, ID:B_6iCi63dpBHldgXpW GfxGzEYB?-v✓iMf4FDALfsnlf7Lzl luUvSixO?HFsv50yZMoYzCa94 .. .. - 37-1-0 5-2-10 6-9.0 14-11-8 21-3.0 27-2-D 34-5-0 34- -12 -0- 5-2-10. 3.5.6 6r3-8 6.3-8 5-11.0 7-3.0 0.1-122-6-4 5x6 — Scale =1:76.7 6.00 12 7 . 2x4 L 2x4 Q :3.. m 1 2 O 15 13 ... 5x6 = .. 3:00 F1.2 6x8 — 17-11.0 27-2-0 34-6-12 .9-3-n9-3.0 '7-4-12 9 0 c� N 12 ST1.5xBSTP .-6xB = Plate Offsets (X Y)-- [2.0-0-0 0-0-2] [5:0-3-0 Edge] [9'0-3-0 Edge] [13:0-5-4 0-2-121 [15'0-5-4 0-2-121 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell : Ud PLATES GRIP TCLL 20.0" Plate Grip DOL.1.25 TC 0.79 Vert(LL) -0.29 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL' :' 1.25 BC 0.89 Vert(CT): -0.6114-15 >724 240. BCLL 0.0. *. Rep Stress Incr : YES WB: 0.66. Horz(CT) 0.12: 12 n/a n/a BCDL 10.0 Code :FBC2020/TPl2014 Matrix-SH Wind(LL) 0.20 14-15: >999 240 Weight: 218 lb FT = 20% LUMBER- BRACING - TOP CHORD.: 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-8:0c purlins, BOT CHORD 2x4 SP No.2 *Except*. except end verticals. 14-16,13-14: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. WEBS 2x4 SP No.3. WEBS 1 Row at midpt. 6-15, 7-13, 7-14 REACTIONS. (size) 2=0=8-0, 12=0-7-0 Max Horz 2=-443(LC 10) :Max.Uplift2= 808(LC 12), 12=-M(LC 12) Max Gray.2=1439(LC 17), 12=1353(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250.(Ib) or less except when shown.. TOP CHORD 2-3=-2481/1562, 3-4=-2315/1487, 4-6=-2356/1655,:6-7= 2148/1587, 7-8=-1537/1322; 8-10=-1536/1087 BOT CHORD 2-15=-1453/2424, 14-15==1340/2291, 13-14=-726/1426, 12-13==576/797 WEBS 4-15=-32B/323,.7-1'3=-385/402, 8-13=-5001576, 10-13=-253/615, 10-12=-1455/1132, 7-14=-903/1597, 6-14=-481/516 NOTES= 1) Unbalanced roof.live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 0=45ft; L=60ft; eave=7fi; Cat. il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 5,1-1, Interior(1) 5-1-1 to 21-3-0, Exterior(2R) 21-3-0 to 27-3-12, Interior(1) 27-3-12 to 36-11-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ' 3) 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. 51 ' 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=lb) 2=808,12=711. f Joaquin Velez PE No.68182 MiTek USA, Inc. F.I. Cert 6634 6904 Parke East Blvd. Tampa FL.3.3610 . Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only witti 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. • ANS//TP/r Quality Criteria; DSB-89 and SCSI Building Component - 6904 Parke East Blvd. SafetyInformation available from Truss. Plate. Institute,2670 Crain Highway, Suite 203:Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss�TrussType ty � �; T24135194 2810533-TNT A4 Roof Special 2 Fy�. 1. Job Reference (optional) nuncers rustaource, run riece; rL gvsvo � > . - ID:8_6iCi63dp8HldgXpWGfxGzEYB?-7jfOYLWS9v0bpi771Y_YnfWOyp6W&;x llAOAzBxR7 8-38-.0 14-11-8 27-2-0 34-6-12 2-5-40 -5-11-0 7-4-12 71 -0--0- -4-44 63-8 O4-4-12 6-3-8 _ Scale =1:74.4 . 5x6 B.00i12 " 7 .. .. ... 14 a 11 m 12 5x8 11 c7 r N 0 3X6- 1620 15 13 12 o ST1:5x8 STP= . . . ' 2x4 11 ST1.5x8 STP= 3 0012 5x8 = 2x4 3x6 = . 7x10 — 4.4-12 8-0.0 8- 17-11-0 .. . . .. 27-2-0 34-6-12 - 42-5-0' . 4-4-12 3-7-4 -8- 9-3.0 9-3-0 7-4-12 7-10-4. Plate.Offsets (X Y)-= [13:0-5-4 Or2-81'[14:0.3-10 0-2-81 [15:0-8-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in . (loc)' : I/defl Ud PLATES GRIP TCLL : _ :20.0 Plate Grip, DOL. 1.25 TG 0.82 Vert(L• L) -0.29 13-14 >999 360 MT20 244/1190 ' TCDL 7.0 Lumber DOL : 1.25 BC:.. 0.87 Vert(CT) -0.62 13-14 >655 240: BCLL 0.0 '' Rep Stress lncr YES WB : 0.81: Horz(CT) - 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014.' Matrix-SH Wind(LL) 0.19 11-12 .'>999 240 Weight: 237lb FT=20% LUMBER- BRACING - TOP CHORD: 2x4:SP No.2 TOP CHORD Sheathed or 2-9-12:oopurlins. BOT CHORD "2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. WEBS 2x4:SP No.3 *Except` . WEBS 1 Row at midpt 7-13, 10-13 . 4-15: 2x6 SP No.2: 2 Rows at.1/3 pts 6-15 REACTIONS.. (lb/size) 15=2017/Or8-0, 11=11.54/0-7-0 Max Horz 15=506(LC 11). , : , Max Uplift 15=-1507(LC 12), 11= 545(LC 12) Max Grav 15=2017(LC 1), 11=121O(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD- 2-3= 960/493, 3-17=-1736/727,A-17=-1722/815, 4-5=-15651740, 5-6=-1553/840; ... -6-18=-1147/473, 7-18= 1143/497, 7-8=-1519/1022, 8=9==1374/808, 9-10=-1450/784; 10-19=1971/1064, 11-19=-2111/1049 BOT CHORD 2-16=-389/975, 16-20=-389/975, 15-20= 389/975, 14-15=-156/1066,13.14=-55/1022, 12-13=-794/1770' 11-12=-794/1770 WEBS 4-15=-370/349, 6r15=-2094/1893, 6-14= 331/521, 7-14=-88/612, 7-13=-850/958, " 8-13=-474/552, 10-13=-750/542, 10-12=0/325, 3-16=-556/147; 3-15=-331/963 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph.(3-second gust) Vasd=128mph; TCDL=4.2psf;.BCD L=5.Opsf; h=15ft; B=45ft; L=60ft;.eave=7ft; Cat. II; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-G Exterior(2E)-1-0,0.to 5-0-0, Interior(1) 5-0-0 to 21-3-0, Extedor(2R) 21-3-0. to 27-3-12;.Interior(1) 27-3-12 to 42-1-8 zone; cantilever left and right exposed.;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1'.60 3) Building Designer / Project engineer responsible forverifying 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 live load of20.0psf on the bottom chord in all areas where a:rectangle 3-6-0 tall by 2-0-O.wide will fit between the bottom chord and any other members. �) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1507 lb.uplift at joint 15 and 545 lb uplift at joint 11. LOAD CASE(S) Standard. Joaquin VelerPE No.66182 MiTek USA, Inc. FL Cott 6634 • 6904 Parke East Blvd. Tampa FL 336.10 May 28,2021 " WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,:and is for an individual building component, _not - a truss system. Before use; the building designer must verify the applicability of design parameters and. 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 ANSI/TPII Quality Criteria; DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss. Plate, Institute, 2670 Crain Highway, Suite 203: Waldorf, MD 20601 Tampa, FL 36610 Job Truss lype Qtyply 1 T24135195 2810533-TNT A5 _Roof �lruss Special 1 1 Job Reference (optional) ounuers ruscouurce, run ri—, rLayeyo - �..�o, «<..�, ,.,,, o,. ID:8_6iCi63dp8HldgXpW GfxGzEYB4-y8Y4NCotl_Hr4FFY8tuxCVzKl5yyi2dAXNpuKLzBxQm 1-0- 4-4-12 8-8=0 14.11-8 21-3.0 27-2-0 34.6-12 42-5-0 .0- 4.4.12 4-3.4 6-3-8 6-3-8 5-11-0 7-4-12 7-10-4 Scale=1:77.7 5x6 = 6.00 12 7 16 �r 15 13 12 2x4 II ST•1.5x8STP= 5x8= 2x4 II 7x10 = . :.: 3.00 12 . 4-4-12 8.0-0' 8 8- 17-11-0 27 2-0 — — 4-4-12 3-7-4 0.8- 9-3-0 9-3.0 7-10-4 I6 a ST1.5x8 STP= 3x6 o v., r r- .r LOADING (psf) -o� r -• SPACING- -ter r ., 2-0-0 -..� CSI. DEFL. in (lob) Vdefl Ud PLATES GRIP TCLL :: 20.0 Plate Grip DOL 1.25 TC 0.81. Vert(LL) . -0.29 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC' 0.87 Vert(CT) -0.6213-14 >655 240' BCLL .0.0 ' Rep Stress lncr YES WB . 0.81 . Horz(CT) 0.09 11 n/a n/a ' BCDL 10.0 Code F9C2020/TPIP014. Matrix-SH Wind(LL) 0.19 11-12 .'>999 240 Weight: 237lb FT=20%. LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD Sheathed or 2-9-12 oe purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-13, 10-13 4-15: 2x6 SP No.2 2 Rows at.1/3 pts 6-15 REACTIONS. (lb/size) 15=2017/0.-8-0, 11=1154/0-7-0 Max Horz 15=506(LC 11)_ Max Uplift 15=-1507(LC 12), 11=-545(LC 12) Max Grav 15=2017(LC 1), 11=1210(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-960/493, 3-17=-1736027,,4-17=-1723/815, 4-5=r1566/740, 5-18= 1554/758, 6-18— 15441840, 6-7=-1147/497, 7-8— 1519/975, 8-19=-1330/759, 9-19=-1374/746, 9-10=-1450/734, 10-20=-1971/1016, 11-20=-2111/100o BOTCHORD 2-16=-389/975, 16-21=-389/975, 15-21= 389/975, 14-15=-156/1066, 13-14==55/1022, 12-13=-750/1770, 11-12=-750/1770 j. WEBS 3-16=-556/147, 3-15=-331/964, 4-15=-370/347, 6-15=-2094/1847, 6-14=7310/621, 7-14=-88/600, 7-13=-843/958, 8-13=-474/533, 10-13=7750/542, 10-12=0/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=165mph.(3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0cO to 5-0-0, Interior(1) 5-0-O.to 21-3-0; Exterior(2R) 21-3-0 to 29-8-13, Interior(1) 29-8-13 to 42-1-8 zone; cantilever left and right exposed,;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible forverifying 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 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. 9w) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1507 Ib uplift at,joint 15 and 545 lb uplift at, joint 11. LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING -Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown; end 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 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: • ANSVTpll 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 o russ�Truss Type ty _ T24135196 2810533-TNT A6 Hip 1 Fy 1. Job Reference (optional) nuncers mrsibource, ron niece, M J4e40 o.�rov o gm- cc cv 6 on o,uumuca, a nmr us )E , I D:B_6iCi63dp8HldgXpW GfxGzEYB?-�ceu9M0AVW YHEOd?BfDAxIi PbL6JwBMggAArylzBxOU 1-0- 4-4-12 13-10-0 1 -11 8=19-0-0 23-6-0 27-2-0 34.6-12 42-5-0 O- 4.4-12 9-5.4 1- 4-0-8 4.6.0 3-8-0 7-4-12 7-10-4 Scale =1:77.1 1 0 JXo — 6.00 F12 5x6 = 5x6 = 7 8 18'1 17 _ 14 13 2x4 II ST1.5x8 STP= " 5x8 = 2x4 11 7x10 = 3.00 12 I� T� Ia N 0 ST1.5x8 STP= 3x6 = 4-4-12 8-0-0 8 8- 17-11-0 19-0- 23-6.0 27-2-0 34-6-12 42-5-0 4-4-12 3-7-4 0-8- 9-3-0 1- 4.6-0 3-8-0 7-4-12 7-10-4 Plate Offsets (X,Y)-- [7:0-3-0,0-2-01[8:0-3-0,0-2-0],[14:0-5-4,0-2-81,[17:0-8-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ' TC 0.82- Vert(LL) -0.28 16-17 >999 360 MT20 244/1.90 TCDL 7.0 Lumber DOL : 1.25 BC : 0.86 Vert(CT) -0.57 16-17 >706 240 BCLL 0.0 ' Rep Stress Incr YES WB : 0.79: . Horz(CT) 9.09 12 n/a n/a BCDL 10.0 Code FBC2026[TP12014 Matrix-SH Wind(LL) 0.18 12-13 >999 240 Weight:250lb FT=20%: LUMBER- BRACING - TOP CHORD 2x4.SP No.2 TOP CHORD , Sheathed or2-11=4-oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4'SP No.3 WEBS 1 Row at midpt 11-14, 7-15 2 Rows at 1/3 pts 6-17 REACTIONS. (lb/size) 12=1140/0-7-0, 17=2031/0-8-0 Max Horz 17=455(LC 11) Max Uplift 12=-535(LC 12), 17=-1527(LC 12) Max Grav 12=1206(LC 18)117=2031(LC 1) FORCES. (lb) - Max..Comp./Max. Ten. - All forces 250:(Ib) or less except when shown. TOP CHORD 2-3= 956/493, 3-19=-1771l738, 4-19=-1757/828, 4-5=-1605/754, 5-6=-1593/854, 6-7=-1092/441, 7-8_ 1032/635, 8-9=-1158/669, 9-10=71344/745, 10-11— 1422/720, 11-20=-1969/1008, 12-20=-2109/992 BOT CHORD 2-18=-389/972, 18-21=-389/972,.17-21=-389/972,•16-17==123/947, 15-16=-71/1074,: 14-15=-300/1215,'13-14=-744/1769, •12-13=-744/1769 WEBS 3-18=-569/154, 3-17=-337/990, 8-15=-122/351, 11-14=-778/550, 11-13=0/347, 4-17=7386/387, 6-17=-2046/1857, 6716=-415/557, 7-16=-104/689, 7715=7598/388, 9-15=-536/546 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft;.L=60ff; eave=7ft; Cat. II; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-.1-0-0 to 5-0-0, Interior(1) 5-0-0 to 19-0-0, Exterior(2E) 19-0-0 to 23-6-0, Exterior(2R) 23-6-0 to 31-11-13, Interior(1) 31-11-13 to 42-1-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for,verifying applied roof live load shown covers rain loading requirements specific to s 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 lim 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 535 lb uplift at joint 12 and 152.7 lb uplift at joint 17. LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/1912020 BEFORE USE. ' -Design valid for use only with 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 - MoTek' 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: Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24135197 2810533-TNT A7 Hip 1 1 Job Reference (optional) Cuuaers rlrsibource Iron rlerce), rOn rierce, M - 14e40, m4ou s may t z eue i twr r eK inuusines, inc. Vveu May zo 1 oZ/:40 eve r raye l ID:B_6iCi63dpBHldgXpW GfxGzEYB?-HfAY7yH19CU3rQOJlsu3Bz9ZdPiBv86g9EG7TmzCa9? -1-0- 4-4-12 12-5-5 14-11-B 17-0-0 21-3-0 25-6-0 7-2-0 34-6-12 42-2-0 0- 4-4-12 8-0-9 2-6-3 2-0-8 . 4-3-0 4-3-0 1-8.0 7-4-12 7-7-4 Scale =1:77.3 Y 6.00 12 Sx6 3x4 = 5x6.— 3x4 7 8 9. 10 1 17 13 iCh l m12 m 5x12 = ]� Cl 6 3x5 1923 18 3x86Z� 15 14 ST1.5xB STP = 2x4 II ST1.5x8 STP= 5x8 2x4 11 5x6 = 7x10 3.00 12 4=4-12 8-0.0 8 8- = 17-11-0 25-6-0 7-2.0' 34-6-12 42-2-0 4-4-12 3-7-4 : 0-8- 9-3-0 7-7-0 1-8.0 7-4-12 7-7-4 . Plate Offsets (X Y)-- [7:0-3-0 0-2-0] [9:03-0 0-2-0] [15:0-5-4 0-2-8] [18:0-8=0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES.- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC0.79 Vert(LL) -0.30.17-18 >999 360 MT20 244/190 TCDL -7.0 LumberDOL' 1.25 BC 0.84 Vert(CT). -0.61 17-18 >664 240' BCLL A.D. ' Rep Stress Incr : YES WB 0.60 . Horz(CT) 0.09. 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.17 13-14 >999 240 Weight:257lb FT=20%: LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD. Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 "Except' WEBS 1 Row at midpt B-16, 12-15, 6-18 4-18: 2x6 SP.No.2 — .. WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 18=0-8-0, 13=0-3-8 Max Horz 18=409(LC11) Max Uplift 18=-1505(LC 12), 13=-543(LC 12) Max Grev -18=2014.(LC 1), 13=1212(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces'250 (lb) or less except when shown. TOP CHORD : 2-3=-950/487, 3-4=-1748/822, 4-6=-1622/823,6-7=-1 147/437, 7-8=-1063/443, 8-9=-1151/741, 9-10=-1336/840, 10-12— 1440l798, 12-13=-2110/1054 BOT CHORD 2-19=-3B2/966, 18-19=-382/966, 17-18=-83/910, 16-17=-151/1207, 15-16= 319/1251, 14-15=-782/1765, 13-14=-782/1765 WEBS 3-19=-555/143, 3-18=-356/999, 8-16=-317/184, 9-16=-312/544, 12-15=-760/542,' 12-14=0/345, 4-18=-270/279, 10-16=-491/587, 7-17=0/363, 8-17= 354/665, 6-18=-1841/1730, 6-17=-701/823 NOTES- 1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-0-0-to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2E). - 17-0-0 to 25-6-0, Exterior(2R) 25-6-6 to 33-11-13, Interior(1) 33-11-13 to 42-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate' drainage to prevent water ponding. 5} This truss:has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the :bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 OO.Ib uplift at joint(s) except (jt=lb) 18=1505, 13=543. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 . 6904 Parke East Blvd. Tampa FL 3361.0 Date: May 28,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 verity the applicability of design parameters and propedy incorporate this design Into the overall - building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary, and permanent bracing M!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 . ANSVTPII 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 T24135198 2810533-TNT AB Hip 1 1 Job Reference (optional) tduuaers t-irsibource tt-on viercei, t-on Nerce, rL-:14`J40' 0.48u b May I LUL I IVII I eR Il luubulub, 1110. Vvtlu Ividy 40 Iu.41-1 — I rays I I D:B_6jCi63dp8H IdgXpW GfxGzEYB7-IrkxLl lwwVcwTaaVJZPIkAhkyoOVebhzOuOgOCzCa9_ 44-1.0 42 -5-10 4 14 0 3850 4.4.12 4.3-6-6-3-0 7.2-12 7-8-14 Scale=1:78.2 4 0 0 :il(fi = Sx8 = 6:00 12 5 3x4 = 5k6 = 18 6 19 7 15 . '2L _ 'L3 14 11 10 - ST1.5x8 STP= 2x4 II ST1.5x8 STP= 5x8 = - 2x4 11 3x6 = 5x12 = 3.00 F12 8-0-0 8 8= 15.0-0 17-11-0 27-2-0 34-8-12 42-5-10 3-7-4 0-8= 6.4.0 2-11-0 9-3-0 7-6-12 7-8-14 0-4-0 0-3-0] [5:0-6-0 0-2-81 [7:0-3-0 0-2-0] [8:0-4-0 0-3-01 [1 1:0-5-4 0.2-8] [14:0-10-0,0-3-01 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc), Vdefl Ud PLATES GRIP TCLL " 20.0 Plate Grip DOL.1.25 TC 0:82 Vert(LL) -0.30. 11-12 >999 360 MT20 244/190 TCDL .7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) ""-0.6411-12 >632 240 BCLL .0.6. ' Rep Stress Incr YES WB 0.58 Horz(CT) 0.10 9 n/a n/a BCpL 10.0 Code FBC20201TPI2014 Matrix-SH Wind(LL) 0.18 9-10' >999 240 Weidht:231 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS" 1 Row at midpt 4-13, 6-11, 8-11 4-14: 2x6 SP No.2 REACTIONS. (size) 14=0-8-0, 9=0-3-8 Max Horz 14=363(LC.11) Max. Uplift 14=-1530(LC 12), 9=-539(LC 12) Max Grav 14=2038(LC 1), 9=1212(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-959/487, 3-4=-1765/B42, 4-5=-925/195, 5-6— 1278/412, 6-7=-1260/762, 7-8=-1494l765,8-9=-2160/1054 BOT CHORD 2-15=-384/975, 14-15=-384/975, 13-14=-759/1897, 12-.13=-66/868, 11-12=-249/1468,: 10-11= 793/1842;.9-10=-792/1846 WEBS 3-15= 559/185,"3-14=-354/980, 4-14=-1591/1494, 4-13=-1325/1512, 5-13=-833/865, 5-12=-498/995, 6-12=-3411764, 6-11= 309/116, 7-11=-25/360, 8-11=-822/621,' 8-10=0/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E)-.1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Extedor(2R) 15-0-0 to 23-5-13, Intedor(1) 23-5-13 to 27-6-0, Exterior(2R) 27-6-0 to 35-11-13, Interior(1) 35-11-13 to'42-3-14 zone; cantilever left and right exposed ;C-C for members and forces.& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 norlconcurrent with any other live loads. 6.1•' 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 4 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 Qt=1b) 14=1530, 9=539. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Patke East Blvd. Tampa FL 33610 Data: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the: building designer must verify the applicability of design parameters and, property incorporate this design into the overall_ "building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` prevent Is always required forstability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the " fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. institute, 2670 Crain Highway, Suite 203: Waldorf, MD 20601 Tampa, FL 3661.0 Job Truss Truss Type Qty Ply , ,: -T24135199 2810533-TNT A9. Hip 1 1 Job Reference (optional) eutitters I-ustSource tt-ort merce), tort marce, FL - 3494b, b.4JU 5 May l Z ZUZ1 MI I eK Inauslnes, Inc. 1Neo May Zb l b:Z/:Ztt zuei rage i ID:8_6iCi63dp8HldgXpW GfxGzEYB7-D21JYeJZhpin5k9itHwXGOEsI CMoN_o7dYIDXezCa8z 1-0- 4-4-12 5 2-10 8-8-0 14-3-4 14 1 -8 20-2-8 22-3.8 27-2-0 34-6-12 42-6-0 0- 4-4-12 0-9-14 3.5.6 5.7-4 8-4 5-3-0 2-1-0 4-10-8 7-4-12 7-11-4 if dI 0 6.00 F12 5x6 = 5x6 = 7 8 Scale = 1:77.4 ST1.5x8 STP = 17 14 13 3x6 = 4x6 5x8 3.00 12 5x8 = 2x4 II 4-4-12 8-8-0 17-11-0 20-2-B 22-3-8 , 27-2-0 34-6-12 42-6-0 Aare VIISBIS fh Y)-- fb:U-J-V tOgeJ f/:U-J-U U-Z-UJ fts:U-J-U U-Z-U1 t I U:U-J-U CUgeJ t 14:U-�-4 U-ZroJ f l /:U-O-y,v-z- rzt " LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1:00 Vert(LL) -0.34 16-17 >999 360 MT20 244/190 TCDL :7.0 Lumber DOL 1.25 BC' .'0.06 Vert(CT) -0.7716-17 >660 240 BCLL 0.0 Rep Stress Incr YES WB 0.76. HOrz(CT) 0.20. 12 n/a n/a BCDL' 10.0 Code FBC2020lrP12014 Matrix-SH Wind(LL) 0.34 16 >999, 240 Weight: 249lb Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD '2x4 SP No.2 'Except BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 16-17,14-16: 2x4 SP, No. 1 WEBS 1 Row at midpt 11-14, 6-17, 7-16, 7-15, 9-15 WEBS 2x4 SP N6.3 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max:Horz 2=483(LC 11) Max. Uplift 2=-920(LC 12), 12=-811(LC 12) Max Gram 2=1631(LC 1), 12=1557(LC 1): FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD. 2-3=-2905/1793, 3-4=-2749/1729, 4-6=-2788/1907, 6-7=-2738/1860, 7-8=-1848/1422, 8-9=-2126/1521, 9-11= 2327/1554, 11-12=-2997/1827 BOT CHORD 2-11=-1492/2758, 16-17=-1390/2741, 15-16=-867/2035, 14-15=-1051/2069, 13-14=-1481/2596, 12-13=-1481/2596: WEBS 4-17=-345/345,8-15=-5101742,11-14=-823/563,11-13=0/351,6-16=-398/481,. 7-16=-914/1693, 7-15=-687/253, 9-15=-458/400 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 5-1-1, Interior(1) 5-1-1 to 20-2-8, Extedor(2E) 20-2-8 to•22-3-8, Exterior(2R) 22-3-8 to 30-9-5, Interior(1) 30-9-5 to 42-5-4 zone; cantilever left and right exposed ;C-C'for members . and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 4j Provide adequate drainage to.prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord jive 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. J Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=920, 12=811. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Paike East Blvd. Tampa FL 33610 Date: May 28,2021 ® 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 property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord membersonly. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANS11lPI1 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 T24135200 2810533-TNT A10 Hip 1 1 . Job Reference (optional) pyiiaers rtrstbource (ron Fierce), tort Fierce, rL - 34945, 1-0- 4-4-12 5 2-10 8-8-0 13-10-0 0• 4-4-12 0-9-14 3-5-6 5-2-0 r 6.43U s may lZ ZU21 Mi I eK InauslneS, lnC. vvea may 26 1 b:2/:16 ZU21 Fage -i ID:8_6iCi63dp8HldgXpW GfxGzEYB7-akZml X91 W 7EUfuFOAljjnskoONGOaXyMsgrb7LzCa99 19-0-0 23-6-0 27-2-0 34-6-12 - 42-6-0 4.0-8- 4.6-0 3-8-0 7-4-12 7-11-4 Scale=1:77.4 5x6 = _ . 6.00 12 .. 5x6 7 8 - 1 5xe— i5 \�d�4f/ al \\ I� C� o :.. 3x8 ST1.5x8 STP = 17 14 o 13 3x6 = 4x6 =. 5x8 - 3:00 12 5x8 = 2x4 I I 4-4-12 8-8-0 17-11-0 19.0- 23.6-0 27-2-0 34.6-12 42-6-0 4-4-12 4-3.4 . 9-3-0 .1- 4.6.0 3.8.0 . 7-4-12 7-11-4 Plate Offsets (X Y)-- [5:0-3-0 Edge] [7:0-3-0 0-2-0] [8:0-3-0 0-2-0] [10:0-3-0 Edge] i [14:0-5-4 0-2-8] [17:0-5-4,0-2-121 LOADING (psf) SPACING- 2-0=0 CSI. DEFL. In (loc) Udefl Ud PLATES GRIP TCLL ' 20.0" Plate Grip DOL 1.25 TC. 0:99 . Vert(LL) -0.34 16-17 >999 36.0 MT20 244/1.90 TCDL 7.6 Lumber DOL 1.25 BC: . 0.96 Vert(CT) -0.76 16-17 >664 240 . , " BCLL .0.0. ' Rep Stress Incr : YES WB 0.90 Horz(CT) - 0.21. 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.33 16 >999 240 -Weight:247lb FT=20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 16-17,14-16: 2x4 SP No.1 WEBS 1 Row at midpt 11-14, 6-17, 7-15 WEBS 2x4SPN6.3 . REACTIONS. (size) 2=0-8=0, 12=Mechanical MaxHorz 2=455(LC 11) : Max. Uplift 2=-920(LC 12), 12= 811(LC 12) Max Grav 2=1631(LC 1), 12=1557(LC 1). FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or.less except when shown.: TOP CHORD 2-3=-2904/1817, 3-4=-2750/1767, 4-6= 2794/1957, 6-7-2734/1890, 7-8=-1898/1471, 8-9=-2168/1590, 9-11=-2325/1574, 11-12= 2999/1851 ' BOT CHORD 2-17=-1518/2739, 16-17=-1414/2712, 15-16=-1038)2260, 14-15=-1072/2062, 13-14=-1504/2597, 12-13=-1504/2597. WEBS 4-17=-357/373, 8-15=495/745, 11-14=-831/569, 11-13=0/352, 6-16=-367/447, .9-15==404/366, 7-16=-901/1675, 7-15=-792/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-1-1, Interior(1) 5-1-1 to 19-0-0, Exterior(2E) 19-0-0 to 23-6-0, Exterior(2R) 23-6-0 to:31-11-13, Interior(1) 31-11.-13,to 42-5-4 zone; cantilever left and right exposed ;C-C for . members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ` to the use of this truss:component. 47 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. 7j Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920,12=811. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary, and permanent bracing MiTek' Is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general guidance regarding the . . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type - Oty Ply T24135201 2810533-TNT All • Hip 1 1 Job Reference (optional) CUIIUers mrslOource trorr riercej, rOR rierce, rL - A4:1401. ORdU 5 May IZ ZUZ I IVII I UK 111UUSUIUS, ulu. vveu May co 10:4/: 10 ZUZ I raye I ID:8_6iCi63dp8HldgXpW GfxGzEYB7-W 7hXSDBH2kUCuBOnHAI BtHgAaAyj2SieK_KiBDzCa97 1.0- 5.2-10 8.8-0 14-11-8 17-0.0 21-3.0 25.6-0 27.2-0 34-6-12 42-6.0 0- 5-2-10 3-5-6 6-3-8 2-0-8 4-3-0 4-3-0 1-8.0 7-4-12 7-11-4 Scale=1:77.4 M' O ST1.5x8 STP — 4x6 5x6 = 6.00 12 5 3x4 = 5x6 = 3x4 6 7 8 16 15 3x8 ZZ 12 11 3x6 = 5x8 - 3.00 Fl2 5x8 = 2x4 11 8-8-0 17-11-0 25-6-0 j27-2-0 34-6-12' 8-8-0 9-3.0 7-7-0 ' 1-8-0 I 7-4-12 cm o Fitate urrsets (x r)-- t4:u-4-u u-a-uj 15:u-;�-a u-z-4j (ru-s-u u-z-ut Ly:u-v-u u-a-ut C�z:u-a-w u-z-cst t1a:u-o-4,u-z-Izl LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) I/deft. Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.86. Vert(LL) -0.31 14-15 >999 360 - MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC: 0.94 Vert(CT) -0.69 14-15 >730 240 BCLL 0.0. ' Rep Stress Incr . YES WB 0.88 Horz(CT) - 0.20 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.31 14 >999. 240 Weight: 244lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 4-5: 2x4 SP M 31, 1-4,9-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except WEBS ' 1 Row at micipt 6-13, 9-12, 4-14 14-15,12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS.: (size) 2=0-8-0, 10=Mechanical Max,Horz 2=409(LC 1:1) Max Uplift 2=-920(LC 12), 10=-811(LC 12) Max Grav 2=1631(LC 1), 10=1557(LC 1). FORCES.. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2892/1864, 3-4=-2761/1858, 4-5=-2843/1879,'S6=-2573/1867, 6-7=-1966/1541, 7-8=-2232/1735, 8-9= 2322/1630; 9-10=-2995/1894 BOT CHORD 2-15=-1556/2688, 14-15=-1565/2707, 13-14=-1252/2404, 12-13=-1107/2062, 11-12=-1567/2590,,10-11=-1566/2594 . WEBS 4-15=-412/427, 6-13=-885/513, 7-13=-699/882, 9-12=-829/569, 9-11=0/351; 8-13=-355/400, 5-14=-468/886, 4-14=-204/252, 6-14=-251/724 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph.(3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C;. Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(RE) -1-0-0 to 5-1-1, Interior(1) 5-1-1 to 17-0-0, Exterior(2E): 17-0-0 to'25-6-0, Exterior(2R) 25-6-0 to 33-11,-13, Intedor(1) 33-11-13.to 42-5-4 zone; cantilever left 'and right exposed ;C-C for members and forces & MW FRS for:reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Projectengineer 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 nohconcurrent 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) .Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=920, .10=811. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart $634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and 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 . ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ally Ply T24135202 2810533-TNT Al2 Hip 1 .1 Job Reference (optional) blutlaers rtrsitiource (I -on Fierce),, Fort Fierce, FL - 3494b,. 8.43u S may 1z xuxi m1 I eK Inaustnes, Inc. vvea may zb 18:z/: v zuz1 rage 1 I D:8_6iCi63dp8HldgXpW GfxGzEYB?-_J FvfZCvp2c3W LzzruGQPVMKmalvn_xoYe4FkgzCa96 1-0- 5-2-11 8-8-0 15-0-0 21-3.0 27-6-0 34-8-12 42-6-0 0- 5-2-11 3-5-5 6-4-0 6-3-0 6.3-0 7-2-12 7-9.4 Scale=1:77.4 to ST1.5x8 STP = 4x6 = = 6.00 12, 5x8 5 3x4 = 11 5x6 — 16 6 17 7 — .14 11 ..: 10 5x8 — 3.00 12 5x8 = 2x4 11 B-8-0 15-0.0 17-11-0 27-2-0 34-8-12 42-6.0 1?PI 0 3x6 = Plate Offsets (X Y)-- [4:0-3-0 0-3-4] [5:0-6-0,0-2-8][7:0-3-0,0-2701,[8:0-4-0,0-3-01,[4 1:0-5-4,0-2-121,[14:0-5-4,0-2-81 x LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc).: Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL. 1.25 TC' 0:96 . Vert(LL) -0.35 11-12 >999 - 360 MT20 244/190 TCDL 7.0 Lumber DOL : 1.25 BC 0.95 Vert(CT) ".'-0.19 11-12 >638 240 BCLL 0.0. Rep Stress Incr . . YES WB: 0.56 Horz(CT) 0.22. 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.36 11-12" >999 240 Weight:225lb FT=20% " LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 12-14,11-12: 2x4 SP No.1 WEBS 24SPN"3 WEBS 1 Row at midpt 6-11, 8-11 o. REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=363(LC 11) Max Uplift 2=-920(LC 12),"9=-811(LC 12) Max Grav 2=1631(LC 1), 9=1557(LC 1).: FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD.. 2-3=-2896/1889, 3-4=-2741/1842, 4-5=-2897/1927, 5-6=-3033/2084, 6-7=-2024/1548, 7-8= 2329/1606, 8-9=-3004/1906 BOT CHORD 2-14— 1581/2656, 13-14=-1519/2613, 12-13=-1379/2604, 11-12=-1551/2813, 10-11=-1581/2599, 9-10=-1580/2603 WEBS 4-14=-393/353, 4-13=-87/279, 5-12=-560/1056„6r12=-199/736, 6-11 =71169/724, 7-11=-381/678, 8-11=-835/619, 8-10=0/335 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=fioft; eave=7111; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-1-2, Interior(1) 5-1-2 to 15-0-0, Extedor(2R) 15-0-0 to,23-5-13, Interior(1) 23-5-13 to 27-6-0, Extedor(2R)'27-6-0 to 35-11-13, Intedor(1) 35-11-13 to 42-5-4 zone; cantilever left and right exposed ;C-C for members and forces'& MWFRS for reactions shown; Lumber DOL=1.60:plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loadingrequirements specific . to the use of this truss Component. 41 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 Wine will fit between the bottom chord and any other members. 7j Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=920, 9=811. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 336,10 Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown,�andis 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 general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss. Plate. Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24135203 2810533-TNT B1 Hip 1 1 Job Reference (optional) uuuaers rirslz)ource Iron riercel, ron rierce, rL - 14U40,, a.4ou s may 1z zuzl mi I eK inoustnes, inc. vvea may zo Tmef:zu zuz i rage i I D:8_6iCi63dp8H IdgXpW GfxGzEYB?-hErhm_JBS7tei ukuR_Smpbn3Rci W 6RaGsCVn35zCaBy ` 1-0 6-9-4 13-0-0 21-3.0 29-6-0 35-8-12 42-6-0 01 2.9.4 6-2-12 8-3-0 8-3-0, 6-2-12 6-9-4 Scale=1:74.6 5x6 = 5x8 5x6 = 4 18 5 19 626 ST1.5x8 STP = 15 14 1J z1 12 H. 10 9 3x6 = -4x6 = 2x4 11 3x4 = 4x6 3x6 = 4x6 3x4 p 2x4 11 6.9.4 13-0-0 21-3-0 = 29=6-0 • 35-8-12 42-6-0 6.9-4 . 6-2-12 8.3.O', 8-3-0.: 6-2-12 6-9.4 Plate Offsets (X,Y)-- 14:0-3-0,0-2-01, [5:0-4-0,0-3-01, [6:0-3-0,0-2-01, [8:0=0-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)_ Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC' .0:88 . Vert(LL) -0.32. 12-14 >999 360 MT20 244/190 TCDL 7.6 Lumber DOL 1.25 BC: : 0.98 Vert(CT). - .--0.57-12-14 >893 240 BCLL 0.0, ' Rep Stress Incr YES W B 0.81 Horz(CT) : 0.17: 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.31 12 >999 240 Weight: 220lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied. 4-5,5-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 'Except' 2-13: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS.. (size) 8=Mechanical; 2=0-8-0 . Max Horz 2=316(LC 1:1) Max Uplift 8=-811(LC 12), 2=-920(LC 12) Max Grav 8=1894(LC 18), 2=1966(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. - Alhforces 250 (lb) or less except When shown. TOP CHORD' 2-3=-3509/1879, 3-4=-2904/1660, 4-5=-2937/1852,'5-6=-2937/1851, 6-7=-2949/1688, 7-8=-3623/1929 BOT CHORD 2-15— 1568/3244, 14-15=-1568/3244, 12-14=-1147/2646, 10-12=-1154/2459, . 9-10=-1613/3146, 8-9=-1613/3146 WEBS 3-15=0/251, 3-14=-670/479, 4-14=-163/627, 4-12=-376/764, 5-12=-511/528; 6-12=-348/725, 6-10=-189/674, 7-10=-773/535, 7-9=0/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Extedor(2R) , 13-0-0 to 21-3-0, Interior(1) 21-3-0 to 29-6-0, Exterior(2R) 29-6-0 to 37-11-13, Interior(1) 37-11-13 to 42-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss -to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 8=811, 2=920. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 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 witti 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 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 . ANSYTPII 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 T24135204 2810533-TNT B2. Hip 1 1 Job Reference (optional) bulloers rlrsl0ource Iron rlerce), ron rlerce, M - 34e4o, tl.4JU s may to cue 1 ml I eK muumnes, ine. vvee may Zo I O:Z/:J r euz i rage -i -0 6--10 11 19-1I D:8_6.iC6-i63dp8HldgXpW Gf3x1G-6zEYB?-edzRAfLR_k7MyBuGYPUEuOsoH,Q-Q-40EaJ4zJW_u8zzCaBw -0 -12 2-6 -490.0 3-100 5 2-0 0 -2-0 12.10-0 81 273 Ti325Scale=1:77.3 8x10 = 2x4 II 3x4 = 4x6 = 3x4 = 5x8 = 6.00 F12 4 24 5 25 6 7 8 26 27 9 1 m 18 11 0 -19 o 5x12 = 2D 19 Io 3x6 11 2x4 11 7x10 = 17 16 15 14 13 12 3x6 = ST1.5x8 STP = 3x4 = 2x4 16x8 = 5x6 = 3x4 = 46 2x4 I I 2x4 II 2-8-0 6-10-0 11-0.0 13-10-0 , 19.8-11 22-8-0 25-67 31-6.0 36-8-12 42-6-0 22 0 4-2-0 4-2-0 2-10-0 5-10-11'.: 2-11-5 2-10-7 5-11-9 .5-2-12 5-9-4 Plate Offsets (X Y)-- [2:0-7-3 Edge] [3:0-4-0 0-3-12] [4:0-8-0 0-2-8] [7:0-3-0 Edge]; [9:0-6-0,0.2-8] [15:0-3-0;0-3-01; [18:0-4-12,Edge], [22:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)I/defl: Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 :TC: 0.73 Vert(LL) -0.37 5 >999 360 MT20 244/1.90 TCDL - 7.0 Lumber DOL : 1.25 BC . 0.78 Vert(CT): : -0.70' 16-17 >721 240 . BCLL 0.0, ' Rep Stress [her, :YES W B 0.93. Horz(CT) : 0.35 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.53 5 >948 240 Weight: 260lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins. 1-4: 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 4-5-0 oc bracing. BOT CHORD 2x4 SP No.2 'Except 21-22: 2x8 SP 240OF 2.OE, 2-18: 2x4 SP M 31, 5-17: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except' 16-18: 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 11=Mechanical Max Herz 1=254(LC 11) Max Uplift• 1=-811(LC 12), 11=-813(LC 12) Max Grav 1=1561(LC 1), 11=1558(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. TOP CHORD 1-2=-642/409, 2-3=-4156/2619, 3-4= 3221/2101, 4-5=-3158/2156, 5-6=-3143/2156, .: 6-8=-2968/2052, 8-9=-2876/2005, 9-10=-2690/1751, 10-11=-3087/1956 BOT CHORD 2-20=-2398/3968, 19-20=-2398/3968, 18-19=-1534/2795, 15-16=-1642/2876, 14-15=-1265/2298, 12-14=-1647/2691, 1-1-12= 1647/2691 . WEBS 3-20=-28/251, 16-18=-1597/2795, 6-1 8=-1 33/322, 6-16=-479/417, 9-14=163/384, 10-14=-570/45914-19=--443/776, 3-19=-1439/993, 4-18=-449l728, 8-15=-482/407, 9-15=-515/879 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 11-0-0, Exterior(2R) 11-0-0 to 19-8-11, Interior(1) 19-8-11 to 31-6-0, Exterior(2R) 31-6-0 to 39-11-13, Interior(1) 39-11-13.to 42-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water pending. 5j 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-&0 tall by 2-0=0 wide . will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=811. 11=813. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Mll-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall . building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Duality Criteria, DSB-89 and SCSI Building Component. 6904 Parke East Blvd. Safety Information. available from Truss. Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24135205 2810533-TNT B3 Half Hip 1 1 Job Reference (optional) t5unciers mrsloource Iron riercei, con rierce, t-L - J4a40, 0.40U s May iz zun Mt t eK mausines, inc. vvea may zo to:zraz zue i rage i ID:8_6i Ci63dp8HldgXpW GfxGzEYB?-6pXgO?M312FDZLTT66?TREPZhplcJmhiYAj RgPzCa8v ' 2-8-0 9-0-0 13-10-0 21.0-14 28-2-0 35-3-2 42-6-0- 2-8-0 6-4-0 4-10-0 . 7-2-14 7-1-2 7-1-2 7-2-14 Scale = 1:76.1 Bx10 = 6.00 F12 3 2x4 11 3x4 46 = 3x4 5x6 = 4x6 = 21 4 22 23 5 6 247 25 8 26 9 20 3x6 II 2 1 16 17 d - 6x6= 7x10 = 5x8 = 18 2x4 II 15 14 13 12 11 10 ST1.5xB STP = 3x4' 11 6xB = 3x6 __ 46 = 3x6 11 2x4 11 3x6 = 2-8-0 9-0-0 13-10-0 21.0=14: 28-2-0 35.3-2 _ 42-6-0 2-8-0 6-4-0 4-10-0 7-2-14 .: 7-1-2. 7-1-2 7-2-14 lffsets (X Y)-- [1:0-6-0 0-0-0], [2:0-5-15,Edge] [3:0-8-0,0-2-8], [6:0-3-0,Edge]; [8:0-3-0,0-3-4], [14:0-1-12,0-3-0], [16:0-4-8,Edge] 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 0:88 . Vert(LL) -0.40 14 >999 360 MT20 244/1.90 TCDL .7.0 Lumber DOL 1.25 BC. . 0.84 Vert(CT) . -0.78 14-15 >637 240 BCLL 0.0. ' Rep Stress Incr YES WB 0.91 . Horz(CT) : 0.33. 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wirtd(LL) 0.60 14 >825 240 Weight 248lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-3-4 oc puffins, 1-3: 2x8 SP 240OF 2.0E except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 3-11-3 oc bracing. 18-19: 2x8 SP 240OF 2.OE, 2-16: 2x4 SP No.1, 4-15: 2x4 SP No.3 WEBS 1 Row at,midpt 14-16, 9-11; 8-13 . WEBS 2x4 SP No.3 *Except* 14-16: 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 10=Mechanical Max Horz 1=260(LC 12) Max Uplift 1= 785(LC 12), 10=-813(LC 12) Max Grav 1=1529(LC 1), 10=1530(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-734/223, 2-3= 3238/2020, 3-4=-3B50/2529, 4-5=-3819/2521, 5-7=-3539/2192, . 7-8=-3189/1917, 8-9=-2042/1209, 9-10=-1465/963 BOT CHORD 2-17=-1995/2929, 16-17=-1996/2938, 4-16=-244/324, 14-15=-154/295, 13-14=-1917/3189, 11-13=-1236/2079 WEBS 3-17=-17/313, 3-16=-653/1107, 14-16=-2058/3276, 5-16=-368/340, 5-14=-542/548, 9-11=-1411/2392, 7-14=-326/416, 8-11=-1144/846, 7-13=-588/516, 8-13=-822/1327 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpf=0.18; MWFRS (directional) and C-C Exterior(2E) 0-11-14 to 6-11-14, Interior(1) 6-11-14 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to42-4-4 zone; cantilever left and right exposed ;C-C for members'and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom'chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide if will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSUTPI 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) Joaquin Velez PE No.68182 1=785, 10=813. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 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 a truss system. Before use, the building designer must verity 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 - Mi eW . Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the la . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24135206 2810533-TNT B4 Half Hip Girder 1 3 Job Reference (optional) tiunaers mrsilboufce (rOri Pierce), . ron Pierce, t-L - 34U4b, t3.43U S may 12 ZUZI mi I eK Inaustnes, Inc. W ea may 26 I b2/:3b 2UZ1 rage 1 ID:8_6iCi63dp8H IdgXp W GfxGzEYB?-W ODy01 Oy2zdnQpC2nFZB3sl 9k1 nxW AY8E8y5HkzCaBs 2-8-0 7.0-0 13-10-0 , '19-7-14 25-3-15 31-0-1 36-8-2 42-6.0 2-8-0 4.4 0 6-10.0 5-9-14 5-8-2 5.8-2 5-8-2 5.9-14 0 0 Scale=1:77.5 Special NAILEDNAILED NAILEDNAILED NAILEDNAILED NAILED NAILED NAILED NAILED NAILED 8x10 = 6.00 12 NAILEDNAILED . 2x4 II NAILED 7x10 NAILED 4x6 NAILED 46 = 5x8 = 4x6 = NAILED 5x6 3 22 23 2425 4 26 27 528 29 30 6 31 32 337 348 35 936 37 . 38 10 3x6 II O 1L — 2x4 II 17 16 15 13 12 11 NAILED 42 43 44 45 46 47 4814 49 50 51 52 53 ST1.5x8 STP = Special NAILED 7x10 = NAILED 6xB = NAILED 4x6 5x8 = NAILED NAILED: 46 = NAILED 3xB I I 2x4 II 4x6 II NAILEDNAILED NAILEDNAILED NAILED 46 — NAILED NAILED NAILEDNAILED NAILED "Special" indicates special hanger(s) or other connection device(s) required at location(s) shown. The design/selection of such special connection device(s) is the responsibility of others. This applies. to all applicable truss designs in this job. 2-B-0 7_0-0 13-10-0 19-7-14 25-3-15 31-0-1 36-8-2 42-6.0 2-8-0 4.4-0 6-10-0 5-9-14 5-8-2 5-8-2 5_B 5-9-14 4coic /Y V1__ ro.n-RA.Frinol rq•0_7_n n_A_M rr-n_r_n n_A_A1 na•n_9_n n_q_m r1A•n_A_A nSl_A1 r91-n 7_n n_n_1g1 I9 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES' GRIP TCLIL 20.0 Plate Grip DOL -1.25 TC .0.57 Vert(LL) -0.38 18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT). -0.71 18 >706 240 BCLL 0.0. ' Rep Stress Incr . NO W B 0.71 Horz(CT) . 0.23 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.60 ' 18 >835 240 Weight: 893lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 'Except TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-3: 2x8 SP 2400E 2.0E except end verticals. BOT CHORD 2x6 SP.No.2 `Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-20,4-17: 2x4 SP No.2, 20-21: 2x8 SP 240OF 2.0E 2-18: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except*. :.16-18: 2x4 SP No.2 REACTIONS. (size) .1=0-8-0, 11=Mechanical Max Horz 1=196(LC 8) Max Uplift 1- 1820(LC 8), 11=-1869(LC 8) _ Max Grav 1=3125(LC 1),: 1 1.=3270(LC 1) FORCES. (lb).- Max. Comp./Max. Ten., All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1241/566, 2-3=-9393/5565, 3-4=-1258177470, 4-5=-12402/7370, 5-6=-.10267/5962, 6-7=-9950/5752, 7-9=-8136/4677, 9-10=-4872/2791, 10-11= 313B/1897 BOT CHORD 2-19=-5264/8709, 18-19=-5312/8808, 17-18=-16/273, 4-18=-406/505, 16-17= 881/1507, 15-16=-5752/9950, 13-15=-4677/8136, 12-13=-2791/4872 WEBS 3-19=-771/1590, 3-18=-2276/3975, 16-18=-5213/8964, 5.18=-1476/2252, 5-16=-1585/1240, 10-12=-3213/5609,.6-16— 256/369, 9-12=-2599/1795, 6-15=-789/744, 9-13=-2196/3802, 7-15=-1252/2113, 7-13= 1684/1244 NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) orback (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=165mph (3-second gust)_ Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. r II; Exp.C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project :engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and 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?PI1 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 r , T24135206 2810533-TNT B4 Half Hip Girder 1 3 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 16:27:35 2021 Page 2 ID:B_6i Ci63dp8H IdgXpW GfxGzEYB?-W ODy01 Oy2zdnOpC2nFZB3s19k1 nxW AYBE8y5HkzCaBs N6TES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=1820, 11=1869. 11) "NAILED" indicates 3-10d (0.148"x3") or3-12d (0.148"x3.25"),toe-nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 278 lb up at 7-0-0 on top chord, and 401 lb down and • 258 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead'+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2= 76, 2-3=-54, 3-10=-54, 2-18= 20, 11-17=-20 Concentrated Loads (lb)' Vert:3=-98(B) 19= 401(B) 6=-1 07(B) 15=-56(B) 13=-56(B) 7=-107(B) 22= 95(B) 23=-95(B) 25=-95(B) 26=-107(B) 27=-107(8) 28=-107(B) 29— 107(B) 90=7107(13) 31=-107(B) 32=-107(B) 34=-107(B) 35=-107(B) 36=-107(B) 37=-107(B) 38=-107(B) 39=-71(B) 40=-71(B) 41=-71(B) 42=-56(B) 43=-56(B)44=-56(B) 45=-56(B) 46=-56(B) 47=-56(B)48=-56(B) 49— 56(B) 50=-56(B) 51=-56(B) 52= 56(B) 53=-56(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII.7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not A truss system. Before use, thepuilding 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 ANSUTPII Ouatily Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss. Plate, Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply r T24135207 2810533-TNT C1 Roof Special Girder 1 1 Job Reference (optional) kiunaers I-irst5ource (tort Fierce),, tort Fierce, rL - 34945,, 6.43U s May 1'Z ZUZI MI I eK industries, Inc. vvea May 2b I b:Zf:3b ZUZI rage I I D:8_6iCi63dp8HldgXpW GfxGzEYB7-_amKENPaoGle2ymELy4Cb4ZIJ R4KFZmlTohfpBzCa8r 1-0.0' 4-5-0 8-4-0 13-0-0 21.3.0: 29-6-0 , 34-10-12 _ _� 40-3.8 , 42-3.8 44-!-1V-6-p -0- 4-5-4 3-10-12 �4-8-0 8.3.0 8.3-0 5-4-12 5.4.12 2.0-0 2.2.8d 6xB = .5 23 24 7x10 = 6x8 = 6 725 Scale =1:80.6 2 ;Jxb = 22 21 20 1. zb 18 16 15 14 13 3x6 = 2x4 II ST1.5x8 STP= 3xB.= 3x6 — 5x8 = 3x6 = 46 = 2x4 II ST1.5x8 STP= 6x8 = 3x4 = 3x6 = NAILED m _o m I4 6 B-0.0 8-ar0 13-0.0 21-3-0 ' 29-6-0 34-10-12 " 40-3.8 , 42-3-8 , 44-6=0 , ' 4-5-4: 3.6-12 0-4-0 4.8-0 8-3-0 8-3-0 . 5-4-12 5-4-12 2.0-0 2-2-8 . Plate Offsets (X,Y)-- [5:0-4-0;0-1-15], [6:0-5-0,0-4-8], [7:0-4-0,0-1-151, [10:0-3-0,0-2-0I, [20:0-3-8,0-1-81, [21:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)' I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TIC 0.65 Vert(LL) -0.27 16-18 >999 .360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 'BC : 0.98 Vert(CT) -0.47 16-18 >919 24.0 BCLL 0.0. Rep Stress Incr NO W B 0.97 Horz(CT) : 0.10 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.23 14-15. >999 240 Weight:264lb FT=20% , LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-11 oc purlins. 6-7,5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 5-18, 7-18 17-19: 2x4 SP No.2 WEBS 2x4 SP No.3' REACTIONS. (size) 11=0-8-0, 21=0-8-0 Max Horz 21=322(LC 7) Max Uplift 11=-704(LC 8), 21=-1529(LC 8) . Max Grav 11=1594(LC 14), 21 =2291 (LC. 16) FORCES. (lb) -Max. Comp./Max. Ten. -;All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-514/485, 3-4=-822/640, 4-5=-814/128, 5-6= 1833l766, 6-7=-1833l766, 7-8= 2338/931, 8-9=-3140/1192, 9-1 0=-2112/81 0, 10-1.1=-2684/994 BOP CHORD 2-22=-387/551, 21-22=-387/551, 20-21=-752/953, 18-20=0/750, 16-18=,478/1914, 15-16=-887/2734, 14-15=-1585/4474, 13-14=-1595/4463, 11-13=-761/2252 WEBS 3-21=-406/464, 4-21 =-1 988/1252, 4=20=-934/1708, 5-20=-904/716, 5-18=-775/1529, 6-18=-537/471, 7-18=-274/156, 7-16=-222/876, 8-16=-992/500, 8-15=-114/562, 9-15=-1779/714, 9-13=-2700/1011, 10-13=-459/1340 ' NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=42psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; have=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever 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. 41 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, with BCDL =1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=16) 11=704, 21=1529. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per N D S guidlines. 9) In the. LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) 6904 Parke East Blvd. Tampa FG 33610 Vert: 1-5=-54, 5-7=-54, 7-9=-54, 9-10=-54, 10-12- 54, 2-11=-20 Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.511912020 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 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. Additional temporary and permanent bracing MiTek' - is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information. available from Truss Plat e.Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 _ 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply T24135207 2810533-TNT C1 Roof Special Girder 1 1 job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, LOAD CASE(S) Standard Concentrated Loads (lb) . Vert: 13=2(B) 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 16:27:36 2021 Page 2 ID:8-6iCi63dp8HldgXpWGfxGzEYB?-_amKENPaoGle2ymELy4Qb4ZIJR4KFZmlTohfpBzCaor A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 . 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 truss systems, see . ANSI?P11 Quality Criteria, OSB-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 Truss Type Qty Ply T24135208 2810533-TNT C2.' Roof Special 1 1 Job Reference (optional) Ouuoers nrslAource Iron rierce), ran rlerce, rL - J4`J4D, • 1_n_n A_A_11 tJ_A!1 5x6 = 3x4 = 5 23 24 25 6 0.40u a rvmy rc cuc rvu cn aluuauroa, u— v —y — ,u U. i ;i63dpBHldgXpW GfxGzEYB?-SnKj RjQCZatVg6LQvfbf8H6PDgTY_4NRhSRCLdzCaBq 31-6-0 38-3-8 40-3-8 44-6-0 45-6-p 6-10-9 6-9-8 2-0-0 4-2-8 -0- Scale=A:80.6 5x6 = 5x8 = 7 26 27 28 8 '29 . 21 O1 20 19 10 17 16 " 14 13 2x4 11 ST1.5xB STP = 3x6 = 3x4 = 3x4 = 3x6 3x4 = 3x6 =. 6x8 = 5x8 = 4-4-13 8.0-0 8-f3r011-0-0 1 17-10-9 24-7-7 31-6-0 1 36-3-8 —co_a I 2 ST1,5xB STP= 3x6 = C? 0 Lh co Iv 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 - Vert(LL) . -0.17 13-14 >999 .360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT). -0.35 13-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.21 13-14 >999 240 Weight: 248lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 6-19, 7-17, 9-14 . REACTIONS. (size) 11=0-8-0, 20=0-8-0 Max Horz 20=277(LC:11) Max Uplift 11=-702(LC 12), 20=-1529(LC 12) ;Max Grav 11=1359(LC 22), 20=2080(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-962/478, 3-4=-1705/829, 4-5=-648/53, 5-6=-539/68, 6-7=-1532/599, 7-8= 2019/1037, 8-9=-2191/1160, 9-10=-2892/1624, 10-11=-2371/1300 BOT CHORD. 2-21= 372/974, 20-21 =-372/974,19-20= 705/1846, 17-19=-242/1532, 16-17— 626/2018,' 14-16=-725/1903, 13614=•1453/2952, 11-13— 986/2027 :WEBS 3-21=-505/187, 3-20= 383/95B, 4-20=-1829/1891, 4-19= 1562/1515, 5-19— 207/611, 6-19— 1541/1238,'6-17=-374/603, 7-17=-704/680, 8-14=-186/528,.9-14=-11801855, 9- 1 3=-879/587, 10-13=-686/1324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Extedor(2R) 11-0-0 to 17-0-0, Interior(1) 17-0-0 to 31-6-0, Exterior(2R) 31-6-0 to 37-6-0; Interior(1) 37-6-0 to 40-3-8, Extedor(2E) 40-3-8 to 45-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 100 lb uplift at joint(s)'except Qt=lb) 11=702, 20=1529. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 ® 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 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 ANSUTPII Ouality 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 T24135209 2810533-TNT C3 Roof Special 1 1 Job Reference (optional) tduuaers rusiaource Iron riercef,. - run rrerce, rL - ovavo, o. fog rvrny c c�c nu cn a iwauiea, n w. v v,ay —- < < l l ayo , ID:8_6iCi63dp8H IdgXpW GfxGzEYB4-P9STsORS5B7DvQVpO4d7DiBpMeB9S_Dk9lwJQVzCa8o 1-0- 4-4-13 9.0-0 14-11-12 21-1-4 27-2-12 33.6.0 36.3-8 38-3-8 44-6-0 4 -6 0- 4-4-13 4-7-4 5-11-12 6-1-B 6-1-8 66-2-8 O- 6x6 3x4 = 2x4 11 3x6 = 3x4 = 6.00 F12 4 25 526 6 7 8 27 28 5x8 = 9 5x6 Scale = 1:80.6 3 30 22 31 21 20 19 18 17 16 15 14 ST1.5x8 STP= 2x4 11 ST1.5x8 STP— 3x6 — 5x8 3x4 — 3x4 = 3x4 = 4x6 = 6xB = 3xB = 3x6 = 4=4-13 8-0-0 44.6-0 . ' 4-4-13 3-7-4 0-40 6-7-12 6-1-8 6-1-tl 7 b-3-4 a-e-tl b-z-tl - Plate Offsets (X Y)-- [4:0-3-0 0-2-0] [9:0-6-0 0-2-8] rl1:0-3-0 0-2-01[20:0-3-8 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. in (loc) Udefl. L/d PLATES GRIP TCLL 20.0 Plate Grip DOL. ' .1.25 TC' 0:66 _DEFL. Vert(LL) -0.20 17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC . 0.65 Vert(CT). : -0.37 15-17 >999 240 BCLL .0.0 Rep Stress Incr . YES W B : 0.73 Horz(CT) 0.10' 12 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix-SH Wind(LL) 0.23 - 17 .>999 240 Weight:'2381b FT=20% LUMBER- BRACING - TOP CHORD . 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. WEBS 2x4 SP.No.3 WEBS 1 Row at micipt 4-20, 5-18 REACTIONS. (size) 21=0-8-0, 12=0-8-0 Max Horz 21=-231(LC 10) . Max Uplift 21=-1528(LC 12), 12=-703(LC 12) :Max Grav 21=2079(LC 1). 12=1363(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or)ess except when shown.' TOP CHORD 2-3=-952/479, 3-4=-1718/837, 4-5=-1399/360, 5-6=-2250/908, 6-8=-2250/9081- 8-9= 2515/1278, 9-10= 2364/1319, 10-11=-2064/1227, 11-12= 2375/1278 BOT CHORD 2-22=-371/964, 21-22= 871/964, 20-21=-444/1558, 18-20=-14811399, 17-18=-923/2515, 1547=-886/2120, 14-15=+1156/2475, 12-14=-940/2026 WEBS 3-22=-572/152, 3-21= 380/1128, 4-21 =-.1 792/1955, 9-15=-261/518, 10-15— 572/445, 10-14=-810/398, 11-14=-311/827, 9-17=-136/515, 4-20=-1414/1916, 5-20- 1033/939, 8-18=-411/564, 5-18= 950/1143, 6-18=-318/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.0ps1f; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18;:MWFRS (directional) and C=C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-11-12, Interior(1) 14-11-12 to 33-6-0, Exterior(2E) 33-6-0 to 36-3-8, Interior(1) 36-3-8 to 38-3-8, Extedor(2R) 38-3-8 to 44-2-0, Interior(1) 44-2-0 to 45-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; . Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project.engineer responsible for verifying applied roof live load shown covers rain loading requirements specific .to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 21=1528, 12=703. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cett 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. - - Design valid for use only with WWI) 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 property incorporate this design into the overall . building design. Bracing indicated is to prevent budding of Individual truss web and/or chord membersonly. Additional temporary and permanent bracing MiTek° ' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see • , ANSUTp/t 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 1 Job Truss Truss Type Qty. . Ply T24135210 2810533-TNT C4 Hip 1 1 Job Reference (optional) buimers f-Irstbource (tort Fierce),. tort Fierce, FL - U4bl4b, o.4SU s may l z zuei mr r eK mousines, -Inc. vveu may zo I o:z/:9u ZVG 1 raye I D:8_6iCi63dp8H ldgXpW GfxGzEYB?-tLOr3kS4sV F4Xa4?ao8MmwkxZ2VxBOQuN PfsyyzCa8n '-,1.0-p 3-9-4 7-0.0 5-4-0 15-7-1 22-10-2 30-1-3 37-6-0 _L 44-6-0 4S-6-p h� 3-9-4 3.2-12 1-4-0 7-3-1 7-3-1 7-3-1 7-4-13 7-0.0 .1-0-b Scale = 1:79.1 3x4. _ 5x6 3x6 II &B = 3x6 3x4 6.00 12 5x8 = 4 5 22 6 7 6 23 924 10 2x4 I 21 25 3 m 6 coC.)1 2 11 12 Ih dI 0 6 3x6 — 20 26 27 19 18 17 16 15 14 13 ST1.5x8 STP= 3x4 _ ST1.5x8 STP — &6 — 3x4 = 3x4 = 3x4 = 2x4 11 4x6 = 5x8 = — — 4x6 = _ 3-9-4' 8-0-0 8-ftr0 " 15-7-1 22-10-2 30-1-3 37-6-0: 44-6-0 �' 4-2-12 0.4-0 7-3-1 7-3-1 7-3-1 7-4-13 7-0-0 Plate Offsets (X Y)-- [4:0-3-0 0-2-0] [6:0=3-8 0-1-8] [10:0-5-130-2-4] [19:0-1-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI., DEFL. in (loc) I/defl Ud PLATES' GRIP TCLL : 20.0 Plate Grip DOL.' 1.25 :TC 0.89 Vert(ILL) . -0.29 14-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOLL . 1.25 BC . 0.81 Vert(CT) : -0.54 14-16 >793 240 BCLL 0.0 Rep Stress Incr YES W B 0.93 — Horz(CT) : 0.14. 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.32 14-16 >999. 240 Weight: 223lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied. 7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 6-19, 8-17 WEBS 2x4 SP No.3 . REACTIONS. (size) 19=0-8-0, 11=0-8-0 Max Horz 19=185(LC 11) Max Uplift 19=-1529(LC 12), 11=-702(LC 12) Max Grav 19=2080(LC 1), 11=1362(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or)ess except when shown. TOP CHORD 2-3— 835/435, 3-4=-671/404, 4-5==1735/769, 5-6=-1733/767, 6-8=-1940/488, 6-9=-3072/1237, 9-10= 3119/1416, 10-11=-2361/1109 BOT CHORD : 2-20=-342/854, 19-20=-617/1637, 17-19= 289/1940, 16e17=-999/3072, 14-16=-1173%3119, 13-14=-779/2018, 11-13=-781/2011 WEBS 3-20=-278/345, 4-20=-1206/408, 4-19=-428/1135, 5-19=-405/486, 10-13=0/306, 10.-14=-472/1220, 6-19= 2589/1806, 9-14=-390/284, 6-17=-401/745, 9-16=-160/473, 8-17— 1369/1135, 8-16=-144/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 7-0-0, Extedor(2R) 7-0-0 to 15-7-1, Interior(1) 15-7-1 to 37-6-0, Exterior(2E) 37-6-0 to 45-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ' to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6).• This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s):except (jt=lb) 19=1529,11=702. Joaquin Velez PE No.68182 Mi rek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,, and is 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 n� T VIA W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from TrussPlate.lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty . Ply T24135211 2810533-TNT C5 HIP GIRDER 1 1 Job Reference (optional) timcferS rlrStSaurce trOrt tierce), tort rlerce, t-L-:j4kl45, tj.4 ju s may iz 2uzi mi I eK Inausines, Inc. vvea may zo io;zi:4z ZUZ 1 rage i Special ifQiQt] Special Special Special Special Special Special Special Special 6.00 V2 6xB = 2x4 11 5x8 = 7x10 = 4x4 = 7x10 = Special' Special Special Special Special Special Special Special Special Special Bx10 3 22 4 23 24 25 26527 2829. : 30 6 31 32 33 7 34 35 36 37 8 38 39 9 oxu - 21 20 18 17 48 15 14 12 40 41 42 19 43 44 45 16 47 4f3 49 50 51 13 3x6 II ST1.5x8 STP= 6xB = 4x6 = Special Special 46 4x6 = Special Special 5x8 = 6x8 = 3x6 11 Special , 10x12 = Special Special Special 7x14 MT20HS = Special Special Special Special Special Special Special Special Special Special Special Scale=1:79.1 1 ST1.5xB STP= 5x8 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 8-0-0 8 4r0 14 8=10 20=117 27-2-3 33-5-0 39.6-0 44-6-0 3-0-0 0-4.0... 6-4-10 6-2-12 6-2-12 6-2-12 6-1-0 5-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES : GRIP TOLL 2070 Plate Grip DOL - :1.25 TC 0.75 Vert(LL) -0.52 15-17 >826 360 MT20 244/190 TCDL 7.0. Lumber DOL 1.25 BC 0.42 Vert(CT) . -0.96 15-17 >448 240 MT20HS 167/143 BCLL 0.0 ' . Rep Stress Incr NO WB 0.85 Horz(CT) 0.11 10 n/a n/a BCDL 10.0 Code FBC2020/rP12014... Matrix-SH Wind(LL) 0.77 15-17 >562' 240 Weight:311 lb FT=20% LUMBER- BRACING - TOP CHORD.. 2x6.SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins. 1-3,9-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-1 oc bracing. BOT CHORD 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 9-14, 6-18 WEBS 2x4 SP No.3'Except' 2 Rows at 1/3 pts 5-20 4-20: 2x8 SP 2400F 2.0E, 9-14,5-20,8-1.5,6-18,7-17: 2x4 SP No.2 REACTIONS. (size) 20=0-8-0, 10=0-8-0 Max Horz 20=-137(LC 6) Max Uplift 20=-2371(LC 8), 10= 1235(LC 8) Max Grav 20=3261(LC 1), 10=2099(LC 18) FORCES.: (lb) - Max. Comp./Max. Ten.'- All forces 250 (Ib) or less except when _shown. TOP CHORD. . 2-3= 642/632, 3-4=-1276/1171, 4-5- 1277/1171, 5-6=-3915/2039, 6-7=-6929/3735, . 7-8=-7775/4336, 8-9=-6644/3780,'9-10=-4206/2295 BOT CHORD 2-21=-5271702,.20-21=-522/701, 18-20=-1960/3915, 17-18=-3650/6894, 15-17=-4157/7775,.14-15=-3641/6704, 12-14— 1922/3689, 10-12=-1918/3705 WEBS 3-20=-793/932, 4-20=-561/545,.9-12=0/427, 9-14=-1804/3166, 5-20=-4900/3094, 8-14=-978/790, 5-18=-532/1192, 8-15=-578/1145, 6718=-3298/2162, 7-15=-211/314, 6-17=-157/722,7-17=-1007/718 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=165mph (3-second gust) Vasd=128rnph; TCDL.=4.2psf; BCDL=5.Opsf; h=15$; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever 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. 47 Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=2371, 10=1235. Joaquin Velez PE. No.69162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verity 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 verify the applicability of design parameters and properly incorporate this design into the overall building design., Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M�Tek'. is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see 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 Cty Ply. T24135211 2810533-TNT C5 HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 16:27:42 2021 Page 2 I D:8_6iCi63dpBH ldgXpW GfxGzEYB7-pk8b000L06VomtEOhDBgrLpJDrGSfJCAdazl gzCa81 NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down and 328 lb up at 5-0-0, 60 lb down and 140 lb,up at 7-0-12, 60 lb down and 140 lb up at 9-0-12, 60 lb down and 140 lb up at 11-0-12, 60 lb down and 140 lb up at 13-0-12, 60 lb down and 140 lb up at 15-0-12, 60 lb down and 140 lb up at 17-0-12, 60 lb down and 140 lb up at 19=0-12, 60 lb down and 146 lb up at 21-0-12, 60 lb down and 140 lb up at 22-3-0, 60 lb down and 140 lb up at '23-5-4, 60 lb down and 140 lbup at 25-5-4, 60 lb down and 140 lb up at 27-5-4, 60 lb down and 140 lb up at 29-5-4, 60 lb down and 140 lb up at 31-5-4, 60 lb down and 140 lb up at 33-5-4, 60 lb down and 140 lb up at 35-5-4, and 60 lb down and 140 lb up at 37-5-41 and 205 lb down and 328 lb up at 3976-0 on top chord, and 118 lb down at 5-0-0, 52 lb down at 7-0-12, 52 lb down at 9-0-12, 52 lb down at 11-0-12, 52 lb down at 13-0-12, 52 lb down at 15-0-12, 52 lb down at 17-0-12, 52 lb down at 19-0-12, 52 lb down at 21-0-12, 52 lb down at 22-3-0, 52 lb down at 23-5-4, 52 lb down at 25-5-4, 52 lb down at 27-5-4, 52 lb down at 29-5-4, 52 lb down at 31-5-4, 52 lb down at 33-5-4, 52 lb down at 35-5-4, and 52 lb down at 37-5-4, and 118 lb down at 39-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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, 3-9=-54, 9-11=-54, 2-10=20 Concentrated Loads (lb) Vert: 3- 158(F) 6=-60(F) 9=-158(F) 19=-26(F) 21=-75(F) 12=-75(F) .14- 26(F) 8=-60(F) 15=-26(F) 7=-60(F) 17=-26(F) 13=-26(F) 22=-60(F) 23=-60(F) 24=-60(F) 25=-60(F) 27=-60(F) 29=-60(F) 30=-60(F) 31=-60(F) 32=-60(F) 33=-60(F) 35=-60(F) 37=-60(F) 38=-60(F) 39= 60(F) 40= 26(F) 41=-26(F) 42=-26(F) 43=-26(F) 44=-26(F) 45=-26(F) 46=-26(F) 47=-26(F) 48=-26(F) 49=-26(F) 50=-26(F) 51=-26(F) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shoWn,.arid is for an individual building component, notml a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Welk is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see. , ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component ParkeEast 6904 Parke East BiJd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Job Truss Truss Type City Ply r r T24135212 2810533-TNT CJ1 Comer Jack 15 1 Job Reference (optional) tlUllaers tlrsiJOUrce (tort F fierce), ton tierce, t-L - :14y45, U.43u s may, l Z ZUZI MI I eK Inausines, inc. vv Lo iviay zo I o:Zr:4Z ZUZ I rage i ID:8_6iCi63dp8HldgXpW GfxGzEYB?-pk8b000L06VomtEOhDBgrLpSdrMwfW PAg8zl gzCa81 1-0-0 1-0-0 Scale = 1:7.0 ' 2x4 = ST1.5x8 STP.= 1-0-0 1-0-0 M 6 0 m ur 6 Plate Offsets (X,Y)-- [2:0-1-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC' "0.15 : Vert(LL) " -0.00 2 >999 360 MT20 244/190 TCDL 7.0. .. Lumber DOL . 1.25 BC .. 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0. Rep Stress Incr YES WB. 0.00 Horz(CT) . 0.00 3 n/a n/a BCD.L 10.0 Code FBC202OfTP12014 Matrix-P Wind(LL) 0.00 2 - "" 240 Weight: 5lb FT=20% . LUMBER- BRACING - TOP CHORD, 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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=71(LC 12) Max Uplift 3=-B(LC 1), 2=-152(LC 12) Max Gra , 3=28(LC 12), 2=130(LC 17), 4=18(LC 3) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL,=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat.' II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for members and forces.&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60: 2) 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 Ot=lb) 2=152. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is 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 general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Quality Criteria, DSB-09 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 T24135213 2810533-TNT CJ2 Comer Jack 1 1 Job Reference (optional) Builders FIrSt50urce (Fort Fierce),, Fort Fierce, FL - 34945, ADEQUATE SUPPORT REQUIRED 0.4oub Ividy IL LVL I MI I un IIIuubrllub,I w.'VVCu-.y LO IV.G/.YO LVLI Faye. I D:8_6i Ci63dp8HldgXpW GfxGzEYB7=Hwi_imUz9QefOI paFW 3NYMesFi8OzeK4NuW ZHzCa81 1-0-0 1-0.0 \ .. Scale = 1:9.5 1 LOADING (psf) SPACING- 2-0-0, CSI. DEFL. in (loc) I/defl Ud :PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.12 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC' .: 0.01 Vert(CT) -0.00' 2 >999 240 BCLL 0.0 ' Rep Stress jncr . YES W B . 0.00 Horz(CT) -0.00 4 n/a ri/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.01 2 >999 240 Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. REACTIONS. (size) 1=Mechanical, 8=Mechanical, 4=Mechanical Max Hori 3=55(LC 12) Max Uplift 1=-50(LCA2), 3=-28(LC 12) Max Grav' 1=87(LC 17),,3=66(LC 17), 4=20(LC 3) FORCES., (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedbr(2E) zone; Cantilever 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 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) 1, 3. Joaquin Velez PE No.68182 MiTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " " Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall. building.design.. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see " ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnMrmadon. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24135214 2810533-TNT CJ3 Comer Jack 3 1 Job Reference (optional) tsyncers rirsl5ource (ron rlerce), rort rierce, rL - 514U40, _ 0.4ou s rvidy 14 LVC r rvlr r un rrluubuica, u— vveu'—Y co r V.u.YY cllu rayc i I D:8_6iCi63dp8HldgXpW GfxGzEYB?-17FMv6VbwkmW OBOmpeDlwmvn2fl L7QuT11 d45jzCa8j 1-0-0 3.0-0 1.0-0 3-0-0 ' Scale: 1 °=1' 3x4 = ST1.5x8 STP = 300:. 3-0-0 Plate Offsets (X Y)-- [2:0-4-4 0-0-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC: 0.22 : Vert(LL) -0.00 2-4 >999 360 MT20 244/190' TCDL 7.0. Lumber DOL 1.25 BC 0.68 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 ' . Rep Stress Incr YES WB 0.00. Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014. :' Matrix-P Wind(LL) 0.00 2 .; 240 Weight:11 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=0-8-0, 4=Mechanical Max Horz 2=126(LC 12) Max Uplift 3=-58(LC 12), 2— 161(LC 12) Max Grav 3=72(LC 17), 2=194(LC 17), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL,=4.2psf; BCDL=5.Opsf; h=15ft;;B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members'and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 Qt=lb) 2=161. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 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 Mffek' 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?Pll Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply r T24135215 2810533-TNT CJ4 Comer Jack 1 1 Job Reference optional) Cuimers rlrslJOUfce tFon vierce),. . rOri vierce, t-L - J4y40, mgou s May iz 4v4I rva i eK umustries, uru. vveu rvray co r o:u:vo cuc r raye i ID:8_6iCi63dp8HldgXpW GfxGzEYB?-DJpk7SW Dh1 uNdLzzNLkXTzRt?3NDstBdXhNdd9zCaBi -1-0-0 3-0.0 1-0-0 3.0-0 Scale=1:14.6 . m L6 ADEQUATE SUPPORT REQUIRED I LOADING (psf) 2-0-0: CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TCLL 20.0 ..SPACING- Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.02 2 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) - -0.04' 2 >999 240 BCLL 0.0 Rep Stress Incr .. 'YES W B . 0.00 Horz(CT) . -0.03 4 n/a n/a BCDL 10.0 Code FBC2020CfP12014 Matrix-P Wind(LL) 0.06 . 2 >761 240 Weight:11 lb Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD. 2x4 SP No.2 BOT CHORD - Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical; 3=Mechanical, 4=Mechanical Max Horz 3=11 O(LC 12) Max Uplift 1=-102(LC 12), 3=-62(LC 12) Max Grav 1=173(LC 17),.3=123(LC 17), 4=59(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- "1,) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS,(directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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.20.0psf 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) 3 except (jt=lb) 1=102. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 _ /� " 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 . ANSIITP11 Quality Criteria, DSB-89 and SCSI 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 Truss Type Oty Ply r T24135216 2810533-TNT CJ31 Comer Jack 2 1 Job Reference (optional) nuncers ristaource trort rlercel,, run rlerce, rL - J4U40, 0.43U a IVIHy I eue I Ivn I eR uwub Iles, II Iu. vveu May 40 1 O:Gr:4u - 1 raqu 1 I D:B_6iCi63dp8HldgXpW GfxGzEYB7-DJpk7SW Dhl uNdLzzNLkXTzRyn3NHst8dXhNdd9zCaBI 1-0-0 2-8-0 3-0-0 1-0.0 2-8-0 0-4-0 Scaler 1 "=1' 3x4 = ST1.5z8 STP = 2-8.0 3-0-0 2-8-0 0-4-0 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4I,13:0-6-4,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) ' -0.00. 6 >999 360 MT20 244/190' TCDL 7.0. .. Lumber DOL 1.25 Bc 0.09 Vert(CT) . -0.01 . 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 n/a . n/a BCDL 10.0 Code FBC2020/TP12014 ' Matrix-R Wind(LL) 0.01 6 >999 240 Weight: 14 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 CHORD2x4 SP No.2 *Except* BOT CHORD . Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6: 2x6 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz2=126(LC 12) . Max Uplift 4=-34(LC 12), 2==159(LC 12), 5=-8(LC 9) Max Grav 4=60(LC 17), 2=197(LG 17), 5=47(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES= 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=.15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 5 except Qt=lb) 2=159. Joaquin Velez.PE,No.68182 MiTek USA, Inc. FL "Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' -Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is 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. 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-09 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 T24135217 2810533-TNT CJ51 Comer Jack 2 1 Job Reference (optional) t3unciers mrstSource (tort merce), tort tierce, M - a4a4b, b.4ou s May iz zuz r MI 1 eK muU51nes, Inc, vveu May zo I O:Z/:40 eue t raye i ID:8_6iCi63dp8H IdgXpW GfxGzEYB?-iVN6KoXrSLOEFVX9w2Fm?B_3ATdcbJOmmL6AAbzCa8h 1-0.0 2-8.0 5-0-0 1.0-0 2-8-0, 2-4-0 Scale=1:19.2 3x6 = - ST1.5x8 STP = 2-8-0 Plate -Offsets (X,Y)--[2:0-6-0,0-0-61,[3:0-1-10,0-2-01 . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL1.25 TC 0.49 Vert(LL) -0.03 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL . ' 1.25 BID . 0.47 Vert(CT)- . -0.07 6 >804 240 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) . -0.05 5 n/a n/a BCDL 10.0 Code. FBC2020/TP12014 Matrix-R Wind(LL) 0.11 6 >505 240 Weight:.20lb FT=20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6: 2x6 SP. No.2 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=183(LC 12) . Max Uplift 4=-94(LC 12), 2=7169(LC 12), 5=-14(LC 12) Max Grav 4=124(LC 17), 2=270(LC 17), 5=82(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. - II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever 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 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, 5 except (jt=lb) 2=169. Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord membersonly. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the . fabrication, storage, delivery, erection and bracing:of trusses and truss systems, see ANSYTPIt Ouality 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 T24135218 2810533-TNT D1 Common Girder 1 2 Job Reference (optional) builders rIrsi6ource tron coerce), ran tierce, M - J4U40, 0.4JU S May I e eue I IVII I eR u,uubu,es, u1u. vVeu Ivray 40 IO.G/.Y1 4U 1 rage I I D:8_6iCi63dp8HldgXpW GfxGzEYB?-AixUX8XTDf84tf6LUmm?YOX5JsyOKXQw??ski2zCaBg 1 0 0 7-2-0 10-8.0 14.2-0 17-5-12 21-4-0 1-0.0 7-2-0 3.6-0 3.6-0 3.3-12 3.10-4 4x6 II 4 ST1.5x8 STP = . _ ST1.5x8 STP 3x8. II Special 10x12 —_ Special 7x10 = 3xB 11 Special 4xl2.!:- 4x12 c Special Special Special Special Special Plate Offsets (X.Y)-- f2:0-3-13.0-1-131.f7:0-1-9.Edael.f8:0-5-12.0-1-81.f9:0-5-0.0-5-41.f10:0-6-0.0-6-01.f11:0-5-8.0-1-81 Scale=1:40.7 m Io LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC' 0.98 Vert(LL) -0.18 9-10 >999 360 " MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC .. 0.67 Vert(CT) . -0.34 9-10 >736 240 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014.. .. Matrix-SH Wind(LL) 0.25 9-10 ::>975 240 Weight: 279lb FT=20%: LUMBER- BRACING - TOP CHORD. 2x4 SP M 31 "Except` TOP CHORD Structural wood sheathing directly applied or 1-6-11 oc purlins. 4-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-0 oc bracing. BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4SPNo.3'Except* 4-10: 2x4 SP No.2 REACTIONS: (size) 7=0-8-0, 2=0-8-0 Max Horz 2=260(LC 7) Max Uplift 7=-4707(LC 8), 2=-3257(LC 8) . . . . Max Grav7=9435(LC 1), 2=6150(LC 1) FORCES. (lb) - Max. Comp./Max. Ten.' -All forces 250 (lb) or less except When shown. TOP CHORD 2-3=-12658/6527, 3-4=-9954/5168, 4-5=-9941/5158, 5-6=-12957/6579, 6-7— 15438/7733 BOT CHORD 2-11= 5702/11204, 10-11= 5702/11204, 9-10=-5732/11567, 8-9=-6822/13703, 7-8=-6822/13703. . WEBS 3-11=-1725/3326, 3-10=-3293/1885, 4-10=-4448/8635, 5-10=-3794/1927, 5-9=-1825/3847, 6-9=-2451/1242, 6-8=-1070/2270 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3°) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD'CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. . 3) Unbalanced roof live loads have been considered for this design. 4f Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers fain loading requirements specific to the use of this truss component. 6y This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0=0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=4707, 2=3257; 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 3252 lb down and 1818 lb up at 7-2-4, 1510 lb down and 762 lb up at 9-0-12, 1538 lb down and 761 lb up at 11-0-12, 1694 lb down and 760 lb up at 13-0-12, 1537 lb down and 760 lb up at 15-0-12, 1537 lb down and 760 lb up at 17-0-12, and 1537 lb down and 760 lb up at 19-0-12, and 1537 lb down and 760 lb up at 20-3-4 on bottom chord. The design/selection of such connection devices) is the responsibility of others. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: May 28,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is 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 �A MIT 6W Is akvays 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-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 ' T24135218 2810533-TNT D1 Common Girder 1 e>t L Job Reference (optional elullaers mrsibource Iron rlerce), tort rierce, rL - 04`J40, o. .uV a wmy ,rmy — .—I - w-, , -I- - ID:B_6iCi63dp8HldgXpW GfxGzEYB?-AixUX8XTDf84tf6LUmm?YOX5JsyOKXQw??ski2zCaBg LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) • Vert: 1-4— 54, 4-7=-54, 2-7=-20 Concentrated Loads (Ib) Vert: 11=-3252(F) 12— 1510(F) 13=71538(F) 14=-1537(F) 15=-1537(F) 16=-1537(F) 17=-1537(F) 18=-1537(F) ® 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 MITbk® 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord membersonly. Additional temporary and permanent bracing . MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sa/ety./nlormation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type Qty Ply T24135219 2B10533-TNT D2 Common 6 1 " Job Reference (optional) butiaerS mrsiA-OUrce Iron vierce), ran Yrerce, M - J4e40, O.'1JU S IVlay 14 4U4 r IVII I UK II IUIISrrrUb, if lu. VV vu rviay 40 I o.Gr.90 - 1 raga r _ ID:B_6iCi63dp8HldgXpWGfxGzEYB?-euVtlTY5_yGxUohY2THE4c3NnGFu3613DfbHEUzCaBf 1-0-0 6.4-13 10.8-0 14-11-3 21-4-0 , 22-4-0 r0-0 6-4-13 4-3-3 4-3-3 6-4-13 1-0-0 ' Scale=1:38.3 46 = 4 v 0 ST1.5x8 STP = ._ 3x6 —_ ST1.5x8 STP = 3x4 3x4. = = 4x6 = 4x6 = 6.4-13 14-11-3 21 4 0 6-4-13 8-6-7 6-4-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) _: I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.18 8-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.32 8-10 >789 240 BCLL 0.0. • Rep Stress Incr YES WB . 0.50 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.07 6-8 >999 240 Weight: 99 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc" purlins. BOT CHORD . 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. WEBS .2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=269(LC 11) Max Uplift 2= 504(LC 12), 6=-504(LC 12) Max"Grav 2=999(LC 17), 6=999(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1511/947, 3-4=-1552/1193, 4-5=-1552/1193, 5-6=-1512/947 BOT CHORD 2-10= 681/1447, 8-10= 337/905, 6-8=-687/1246 WEBS 4-8= 564/872, 5-8=-361/500, 4-10=-564/871, 3-10=-361/500, NOTES- .. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS,(directional) and C-C Exterior(2E).-1-070 to 5-0-0, Interior(1) 5-0-0 to 10-8-0, Exterior(2R). 10-B-0 to 16-8-0, Interior(1) 16-8-0 to 22-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) BuildingDesigner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. - . 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) , 2=504, 6=504. Joaquin Velez PE No.68182 Mi rok USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa fl. 33610 Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is 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 membersronly. 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/TPI1 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 ' T24135220 2810533-TNT D3 GABLE 1 1 Job Reference (optional) tiyueers rlrslaource trorc rlercel, _ run rlerce, rL - O4e40, -1-0-0 ,' 3-0-0 10.8-0 ST1.5x8 STP = 3x4 = II Special 4x6 NAILED 4 0.40Vb'IVIDy 144VG 1 IVII I UK u IUUbUlUb, 11 I1i. VVtlU —yGU IV.G/ GVcI I- 9. I NAILED 30 NAILED NAILED. NAILED 5x8 = NAILED NAILED 080" NAILED NAILED Special 3-0-0 1-0.0 ' Scale = 1:40.8 ST1.5x8 STP= 3x4 = rldle'VIISCIb to TI-- 1G:V-L-V CUUCJ t/:V-CV,CUUeIr l IV.V-4-Vr V-J-VJ ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 'I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC : 0.83 Vert(LL) -0.09 9-10 >999 360 MT20 244/190 TCDL 7.0. Lumber DOL 1.25 BC 0.81 Vert(CT) -0.19 9-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code, FBC2020/TP12014 Matrix-SH Wind(LL) 0.08 9-10 >999 240 Weight:.139 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-34 oc puffins. BOT CHORD 2x4-SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace.at Jt(s): 5 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2= 269(LC 6) Max. Uplift 2=-541(LC 8), 7=-595(LC 8) Max Grav 2=884(LC 1), 7=925(LC 1) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD' 2-3=-1603/779, 3-5=-502/319, 5-6=-502/319, 6-7=-1690/895, 3-4=-873/462, 4-6=-873/462 BOT CHORD 2-11=-612/1395, 10-11=-625/1380, 9-10=-717/1451, 7-9=-714/1472 WEBS 3-11=0/289; 5-10=0/452, 6-10= 258/242, 6-9=0/289, 4-5=-16/459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind.loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6)�All plates are 2x4 MT20 unless otherwise indicated. 7T Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' 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. 16) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=54117=595. 11) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) "NAILED" indicates 3-1 Old (0A48"x311) or 2-12d (0. 1 48"x3.25") foe -nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down at 3-0-0, and 75 lb down and 82 lb up at 18-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others..,' 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. F.I. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May. 28,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. . . Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sa/etyln/ormation available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type Oty Ply � T24135220 2810533-TNT D3 GABLE 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s May 12 2021 MiTek Industries, Inc. Wed May 26 16:27:49 2021 Page 2 . ID:8_6iCi63dpBHldgXpWGfxGzEYB4-643FypZkkGOo6yGkcBpTdpcT7gZzoceCSJLmwzCaBe LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 6-8=-54, 2-7=-20, 3-4=-54, 4-6=-54 Concentrated Loads (lb) Vert: 11=-16(B) 10=-6(B) 9=-75(B) 20=-3(B) 21=-6(B) 22=-6(B) 23=-6(B) 24=-6(B) 25=-6(B) 26=-6(B) A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek®connectors. This design is based only upon parameters shown, and isfor an Individual building component, not - atruss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Grain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type Qty Ply • T24135221 2810533-TNT EJ3 Jack -Open. 9 1 Job Reference (optional) tounaers rlrsmource tron riercel, ron: rierce, rL - A4V40, 0.4ou b IVIdy IL LUL I Ivu I un u IUUbUIub, III.. Y U IVIdy LU I Kayo I ID:8_6iCi63dp8HldgXpW GfxGzEYB7-aHddA9aMVaW fk6rw9uKiA1 BoX441X7NMhz4OJNzCa8d -1-0-0 3.0.0_ 1-0-0 3.0-0 Scale: 1 "=1' 3x4 = ST1.5x8 STP =, 3.0-0 3-0-0 Plate Offsets (X Y)-- [2:0-4-4 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC . 0.22 Vert(LL) -0.00: 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Bc . 0.06 Vert(CT) -0.01 2-4 >999 240 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-P Wind(LL) 0.00 ..2 ., 240 Weight: 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1--Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=126(LC 12) Max Uplift 3=-58(LC'12), 2=-161(LC 12) Max Grav 3=72(LC 17), 2=194(LC 17), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) zone; cantilever 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 jive loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 Qt=lb) 2=161. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 101II-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 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 - , ANSLTPI1 Quality Criteria, DSH-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 Truss Type Qty . Ply ` T24135222 2810533-TNT EJ5 Jack -Open 19 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 100 1-0-0 BAdU 3 May IL LUz I Ivll 1 UK II luubule3, II IU. vveu IVIay CO 1 U:Gr:.01 CUG 1 raye I. ID:8_6iCi63dp8H IdgXpW GfxGzEYB?-2TA?NVb_GteW LGQ6jcndEhrPUN5GadVvdgxrpzCaBc 5-0-0 Scale=1:17.0 3x6 = ST1.5x8 STP= 500i r 5-0-0 Plate Offsets (X,Y)-- [2:0-6-4,0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud PLATES: GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.032-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 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-P Wind(LL) 0.00 2 '"' 240 Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0: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=183(LC 12) Max Uplift 3=-134(LC 12), 2=-172(LC 12) Max Grav 3=149(LC 17), 2=264(LC 17), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or Tess except when shown. NOTES- 1) Wind: ASCE 7716; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown;: Lumber.DOL=1.60 plate grip DOL=1.60: 2) 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) except Qt=lb) 3=134,2=172. Joaquin Velez PE No..68182 l iTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is -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 general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSVTPII 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 + T24135223 2810533-TNT EJ7 Jack -Open 14 .1 Job Reference (optional) tsuuaers rtrsibource, tron rlerce),, ron rlerce, IL - 04e40, • -1-0-0 100i 0 0.4JU 5 May I ZUZ 1 FV11 I eK Inuusines, inu. Vveu May eo Itxel;oe eue I raye I ID:B_6i Ci63dp8H ldgXpW GfxGiEYB?-W fkNbrbcl BmNzQ?JHJMAFSE_htcP?l tfBHZVNFzCaBb 7-0-0 7-0-0 Scale=1:24.8 m m 0 � m m 4x6 = 4 ST1.5x8 STP = mate UttsetS (A,Y)-- t2:U-U-4,Lage) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.88 Vert(LL)-0.08: 2-4 >990 360 MT20 244/190' TCDL 7.0 Lumber DOL . 1.25 BC 0.77 Vert(CT) -0.18- . 2-4 >441 240 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-SH Wind(LL) 0.17 2-4 >477 240 Weight:.24 lb FT = 20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.1 TOP CHORD . Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=240(LC 12) Max Uplift 3= 177(LC 12), 2=-192(LC 12) Max Grav 3=205(LC 17), 2=340(LC 17), 4=120(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL;=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever 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 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 (jt=lb) 3=177, 2=192. Joaquin Velez PE No.68182. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is 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 general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANS117pll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salety.lnlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 3661.0 Job Truss Truss Type Qty Ply T24135224 2810533-TNT EJ31 Jack -Open B 1 Job Reference (optional) duncers rirsmource Iron rterce/, ron rierce, r-L - swega, 1-0-0 ~ 1.0-0 0.1IQV J IVldy I L LVL I IVII I Uh II IUUbL11Vb, n IV. Y .. IVldy — I V.G . I -, 'ayv I ID:B_6iCi63dpBHldgXpW GfxGzEYB?-2TA?NVb_GteW LGQ6jcrxi EhzDUQmGadVvdgxrpzCaBc 3.0-0 Scale: 1 "=1' LOADING (psf) SPACING- 2-0-0• CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC '0.22 Vert(LL) -0.00 . 2-4 >999 360' MT20 244/190 TCDL 7.0 Lumber DOL . . 1.25 BC 0.09 Vert(CT) -0.01 2-4 >999 240. BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) . -0.00 3 n/a We BCDL 10.0 Code FBC2020ITP12014 Matrix-P Wind(LL) 0.00 2 240 Weight: 11 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, 4=Mechanical, 2=0-3-0 Max Horz 2=126(LC 12) Max. Uplift 3=-70(LC 12), 2=-141(LC 12) Max Grav 3=85(LC 17) 4=56(LC 3), 2=185(LC 17) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=165mph (3=second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left 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 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.beadng plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=1.41. Joaquin Velei PE No.68182 Mi rek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only, with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always- required for stability and to prevent collapse With possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIl 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 20801 Tampa, FL 36610 Job Truss Truss Type Oty Ply ' T24135225 2810533-TNT EJ71 Jack -Open 4 1 Job Reference (optional) liunaers t-IrstSource Iron vierce), t-on vierce, t-L - J494t), 0.4JU 3 May 14 ZUZ 1 IVII I UK IllUUbll Ub, Ir Iu. vvU may co I0.41 -0 GuG I ruye I ID:B_6i Ci63dp8HldgXpW GfxGzEYB?-_slmoBcEoVuEbaaVrl tPnfmB?HxGkU7oNxJ2whzCaBa 0 7-0-0 1-0-0 2-8-0 4.4-0 A Scale = 1:24.6 m F N 3x8 = 2x4 11 ST1.5x8 STP= 28=0 700 r 2-8.0 4-4.0 Plate Offsets (X Y)-- [2:0-8-0 0-0-10] [3:0-1-10 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.90 Vert(LL) -0.10' 6 >756 360 MT20 244/190 TCDL 7.0 .. Lumber DOL 1.25 BC . 0.79 Vert(CT) -0.21 6 >380 240 BCLL 0Z ' Rep Stress Ina YES WB 0.06 Horz(CT) -0.15 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Wind(LL) 0.31 . 6 >256 240 Weight: 27 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 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6r 2x6 SP No.2, 3-5: 2x4 SP No.1 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=240(LC 12) Max Uplift 4=-148(LC 12), 2=-188(LC 12), 5=-19(LC 12) Max Grav 4=183(LC 17), 2=347(LC 17), 5=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft;.Cat. 11; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever 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 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)5 except at=lb) 4=148, 2=188. Joaquin Velez PE No.68182. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with 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. 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 ANSVTP11 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' Job Truss Truss Type Qty Ply y T24135226 2B10533-TNT FG1 Flat Girder 1 2 Job Reference (optional) ° Ann .. r,e.,.. in onnl RA;T-t, 1...4 —;nc Inn Wed Ma., 9R 16:27-FA 2021 Pane 1 Builders Fir5i5ource trurl rlercel, rVrl rlelce, rL- OYWY01 a,.�v., a ,n.ar ,c cvc, ,.,, ,..,� „•.....,.•..-.,, .•.... ...... .....r �.. .....-. ._ . ___. _ ID:8_6iCi63dp8HldgXpW GfxGzEYB?-T2s8?XdsZoO5Cj9hOkOeKtJSHhPDTvW xcb2cSBzCa8Z 4-10-5 9-5.0 13-11-11 18-10.0 4-10-5 4-6-11 4-6-11 4-10-5 Scale = 1:31.4 5x8 = 46 = 3x6 = 2x4 11 1 15 16 17 2 18 3 19 4 20 4x6 = 21 .5 5xB = 22 23 24 6 3x4 11 Y ° 4x12 = 3x6 = 3x4 11 4-10-5 8-9.0 9-5-0 10-1-0 13-11-11 4-10-5 3-10-11 0.8-0 0-8-0 3-10-11 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) . _ I/deft Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.02 1 8 >999 360 TCDL 7.0 Lumber DOL 1.25 BC . 0.23 Vert(CT) -0.04 13-14 >999 240 ' BCLL 0.0. ' Rep Stress Incr NO WB . 0.16 HOrz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.03 13 >999 240 LUMBER- BRACING - PLATES . GRIP MT20 244/190 Weight: 1801b . FT = 20% TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-14,6-7,4-11: 2x8 SP 240OF 2.0E REACTIONS. All bearings 0-11-0 except at=length) 11=1-4-0, 12=0-3-8, 10=0-3-8. (lb) Max Horz 14=-54(LC 6) Max Uplift All uplift 100 lb or less at joints) except 14=-591(LC 4), 7=-589(LC 5), 11=-641(LC 8), 12=-145(LC 8), 10=-144(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 14=698(LC 1), 7=698(LC 1), 11=700(LC 1); 12=411(LC 3), 10=411(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-631/596, 1-2= 970/615, 2-4= 342/552, 4-5=-342/552, 5-6=-970/606, 6-7=-631/594 " .BOT CHORD 12-13= 615%970, 11-12=-615/970, 10-11— 606/970, 8-10=-606/970 WEBS 1-13=-502/807, 2-11= 1562/983, 4-11= 644/489, 5-11=-1562/971, 6-8=-494/807 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 °x3") nails as follows:' Top chords connected as follows: 2x8 2 rows staggered at 0-9-0 oc; 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 Do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as'(F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16;.Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft;.Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 - 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this.truss component. ' 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 591 lb uplift at joint 14, 589 lb uplift at joint 7i 641 lb uplift at joint 11, 145 lb uplift at joint 12 and 144 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 269 lb up at 0-3-10, 111 lb down and 146 lb up at 1-0-1, 123 lb down and 146 lb up at 2-11-12, 123 lb down and 146 lb'up at 4-11-12, 123 lb down and 146 lb up at 6-11-12, 123 lb down and 146 lb up at 8-11-12, 123 lb down and 146 lb up at 9-10-4, 123 lb down and 146 lb up at 11-10-4, 123 lb down and 146 lb up at 13-10-4, 123 lb down and 146 lb up at 15-10-4, and 111 lb down and 146 lb up at 17-9-15, and 182 lb down and 269 lb up at 18-6-6 on top chord. The design/selection of such connection device(s) is the resoonsibilitv of others Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is 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 buckling of Individual truss web chord only. Additional temporary and permanent bracing MiTek' prevent and/or members 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 SCSI Building Component 6904 Parke East Blvd. Salety.lnformationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty ?IY > > T24135226 2810533-TNT FG1 Flat Girder 1 2 Job Reference o tional tiuiiaers rirstsource t•ron riercel, _ run rierce, rL- ownvo, ,.,or .. I . .. _, I D:B_6i Ci63dp8H IdgXpW GfxGzEYB?-T2sB?XdsZo05g9hOkOeKtJSHhPDTvW xcb2cSBzCaBZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 7-14= 20 Concentrated Loads (lb) Vert: 1=-182 6=-182 2=-123 5=-123 15=-111 16= 123 18=-123.19=-123 20=-123 21— 123 23_ 123 24=-111 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component; not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web andlor.chord members only. Additional temporary and permanent bracing MITek'. prevent 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 fof trusses and truss systems, see ANSITP11 Ouality 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 T24135227 2810533-TNT FG2 Flat Girder 1 2 Job Reference (optional) Cunaers rtrsibource tron rlerce), run tierce, rL- .—Y.a.,•,,, �•....,— •• .^ter ---• •. ID:8_6iCi63dp8HldgXpW GfxGzEYB?-xEQWDteUK6BygtjuyRvts4sa35niCIX5gFo9_azcaBY 320 64-0 :3-2-0 3-2-0 Scale: 1 "=1' &B 1 7 2x4 11 2 8 3xB = 9 3 3x6 11 " ST1.5x8 STP = Jxo I I ST1.5xB STP= 320 64-0 :3-2-0 3-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.55 Vert(LL) 0.02 5 >999 240 MT20 _ 2441190 TCDL 7.0 Lumber DOL _ 1.25 BC 0.09 Vert(CT) : -0.03. 5 >999 240 BCLL 0.0. ' Rep Stress Incr NO WB 0.34 Horz(CT) . 0.00 4 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-P Weight: 64 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 except end verticals. WEBS 2x4 SP No.3 -Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-6,3-4: 2x8 SP 240OF 2.0E REACTIONS. (size) 6=0-8-0, 4=0-8-0 Max Horz 6=-54(LC 6) Max Uplift 6=-623(LC 4), 4==844(LC 8) Max Grav 6=1111(LC 1), 4=1135(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1058/615, 1-2=-1929/1135, 2-3=-1929/1135, 3-4= 1082/836 WEBS 1=5=-1204/2053, 2-5=-1395/890, 3-5=-1207/2053 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASIDE 7-16; Vult=.165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5).Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 623 lb uplift at joint 6 and 844 lb uplift at joint 4. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 701 lb down and 429 lb up at 1-7-4, 824 lb down and 567 lb up at 3-7-4, and 113 lb down and 145 lb up at 5-6-15, and 185 lb down and 268 lb up at 6-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. Joaquin Velez PE No.68182 LOAD CASE() S Standard MiTek USA, Inc: FL Cart 66346904 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Parke East Blvd. Tampa FL 33610 . Uniform Loads (plf) Date: Vert: 1-3=-54, 4-6=-20 May 28,2021 A WARNING - Verity 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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 SCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Qty Ply T24135227 2810533-TNT FG2 Flat Girder 1 2 Job Reference (optional mimers hlrstbource (t-on tierce), ron coerce, t-L - J4`J4b, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-185 7=-701 8=-824 9=-113 o.'1Ju , IVIGy I L eve I IVII I GR II Iuubulub, ulu. VV CU IVI¢y GV 1 V.GI .. cuc 1 Kayo c I1):8_6iCi63dp8HldgXp W GfxGzEYB?-xEQW DteUK68ygtjuyRvts4sa35niCIX5gFo9_azCa8Y ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIiEK 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 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 . ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Ins titute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24135228 2810533-TNT FG3 Flat Girder 1 2 Job Reference (optional) ouuaers rtrsibource tron rierce/, run rierce, rL - owaya, ,.,oy , ID:8_6iCi63dp8HldgXpW GfxGzEYB7-PQ_uQDe75QGpSl l4W 9R6PIOldV74xmLE3vXi W OzCa8X 3-0-0 6-0-0 3-0-0 3-0.0 3x8 = 2x4, .I I 3x8 :— Scale=1:11.7 ' 1 7 2 g 3 3x4 II 3x4 11 ST1.5x8STP= 3-0-0 6-0-0 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl . Ud 'PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.02 5>999 240 MT20 244/190 TCDL 70 Lumber DOL 1.25 -BC 0.08 Vert(CT) -0.02' 5 >999 240 BCLL 0.0 Rep Stress Incr . .NO WB. 0.35 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix P Weight: 61 lb . FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or.10-0-0 oc bracing. 1-6,3-4: 2x8 SP 240OF 2.0E REACTIONS. (size) 6=0-4-0, 4=0-8-0 Max Horz 6=-54(LC 6) . Max Uplift 6=-674(LC 4), 4=-781(LC 8) Max Grav 6=1196(LC 1), 4=1026(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.. TOP CHORD 1-6=-1145/666, 1-2=-1732/1029, 2-3=-1732/1029, 3-4=-975/773 WEBS 1-5=-1099/1856, 2-5=-1331/856, 3-5= 1103/1856 NOTES- 1) 2-ply truss to be connected. together with 10d (0.131 "x3") nails as follows: Top chords connected as follows:.2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-970, oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=.165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. - 5).Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 674 lb uplift at joint 6 and 781 lb uplift at joint 4. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 701 lb down and 429 lb up at 1-374, 824 lb down and 567 lb up at 3-3-4, and 113 lb down and 145 lb up at 5-2-16, and 185.Ib down and 268 lb up at 5-8-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. Joaquin Velez.PE No.68182 LOAD CASE(S) Standard MiTek USA, Inc. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Bllvd.vd. TampaFL 33610 Uniform Loads (plf) Date: Vert: 1-3=-54, 4-6— 26 May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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/orchord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and SCSI Building Component. 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24135228 2810533-TNT FG3 Flat Girder 1 2 Job Reference (optional) eluuaers ruslsource Iron rlercel, ron rierce, rL - 01+e140, LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 2=-824 3=-185 7= 701 8=-113 o.yo� a "'y — auu ivu ion 1—uau.oa, .. — .. ou ,..uy �.. ,...�...... �..� , �.y...- ID:B_6i Ci63dp8H IdgXpW GfxGzEYB?-PQ_uQDe75QGpS114W 9R6PI0IdV74wnLE3vXiW 0zCa8X ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. -Additional temporary and permanent bracing MITek". prevent 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 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 Qt)r Ply T24135229 2810533-TNT G1 Common 1 1 Job Reference (optional) Builders rtrsiaource (rorl Pierce), run Pierce, rL- 34e45, o.yau s wray rc CU41 rvn 6n .-y — i —'— uuo , I D:8_6iCi63dp8H IdgXpW GfxGzEYB?-PQ_uQDe75QGpS114W 9R6PIOIrVxxxocE3vXiW OzCaBX -1-0-0 5-0-4 9-6-0 13-11-12 19-0-0 20-0-0 1-0-0 5-0-4 4-5=12 4-5-12 5-0.4 1-0-0 Scale = 1:33.7 4x6 = 4 I`' 0 3x6 r3x6 = 5x8 = '04 0 9-6-0 .... 18.11-0 . 1910-0 f late unsers (AC r)-- y:u-i-u u-u-bJ tb:u-l-u u-u-bJ ta:u-4-u u-o-ui LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL : 20.0 Plate Grip DOL 1.25 TC .:'0.55 Vert(LL) -0.14 6-8 >999 360 MT20 244/190 TCDL 7.0, Lumber DOL .. 1.25 BC .. 0.86 Vert(CT) . -0.30 6-8 >749 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.06 2-8 ->999 240 Weight: 85lb FT=20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-3 or pudins. BOT CHORD 2x4 SP No.2 BOT CHORDRigid ceiling directly applied or 6-6-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-0, 6=0-3-0 Max.Horz2=242(LC 11) Max Uplift 2=-451(LC 12), 6=-451(LC 12) Max Grav 2=755(LC 1), 6=755(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1151/1041, 3-4=-868/775, 4-5= 868/775, 5-6=-1151/1041 BOT CHORD 2-8=-800/1094, 6-8= 800/992 WEBS 4-8=-368/530, 5-8=405/526; 3-8=404/526 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Va8d=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-10-5, Interior(1) 4-10-5 to.9-6-0, Exterior(2R) 9-6-0 to 15-6-0, Interior(1) 15-6-0 to 20-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for. verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6).Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 451 lb uplift at joint 2.and 451 lb uplift at joint 6. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is 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 general guidance regarding the .. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSYTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type OtY Ply T24135230 2810533-TNT G2 GABLE 1 7 Job Reference (optional) tiuuaers rirsrz)ource tron rierce/, ron rrerce, rL - oyv4a, -1-0-0, 3.0.0 1 0 1.0-0 ' 3.0.0 .oy .. . .._.. ID:0_6iCi63dpBHldgXpW GfxGzEYB?-Lp6frugNdl W XhLSTda 16-0-0 19-0-0 6.6.0 3-0.0 NAILED 46 = NAILED 22 4 23 3x4 = Special NAILED ' NAILED 5x8 — NAILED NAILED Special 3x4 = NAILED NAILED 2-11-0 m 0 IZ a Scale=1:41.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 _ Plate Grip DOL 1.25 TC .:'0.51 Vert(LL) -0.06 9-10 >999 360 MT20 244/190 TCDL 7.6. Lumber DOL 1.25 BC . 0.65 Vert(CT) -0.13 9-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.07 9-10 >999 240 Weight: 120lb FT=20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-9 cc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-7 cc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 5 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-3-0, 7=0-3-0 Max Horz 2=-242(LC 6) Max Uplift 2=-590(LC 8), 7=-590(LC 8) Max Grav 2=878(LC 1), 7=878(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1594/958, 3-4=-B46/486, 3-5=-509/367, 5-6=-509/367, 4-6=-846/486, 6-7=-1594/958 BOT CHORD 2-11= 776/1388, 10-11=-776/1388, 9-10= 776/1388, 7-9=-776/1388 WEBS 3-10= 259/227, 5-10= 34/404, 4-5=-66/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp'0; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI' 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5).Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 cc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9).* 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. . 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 590 lb uplift at joint 2 and 590 lb uplift at joint 7. 11) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 12) "NAILED"' indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS gujdlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 74 lb up at 3-0-0, and 60 lb down and 74 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) 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 No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361.0 Date: May 28,2021 Q WARNING - Verity 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 verify the applicability of design parameters and properly Incorporate this design into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satety.lnrormationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24135230 2810533-TNT G2 GABLE 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, B.430 s May 12 2021 MiTek Industries, Inc. Wed May 2616:27:58 2021 Page 2 I D:8_6iCi63dp8H ldgXpW GfxGzEYB?-Lp6frugNdl W XhLSTdaTaUjU6tlgbPi6XW DOpbvzCaBV 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, 6-8=54, 2-7=-20 Concentrated Loads (lb) Vert: 3=-1 O(B) 6=-1 O(B) 11 =-60(B) 9=-60(B) 20=-1O(B) 21=-10(B) 22=-10(B) 23=-1O(B) 24=-1O(B) 25=-1O(B) 26= 8(B) 27=-8(B) 28=-8(B) 29=-8(B) 30= 8(B) 31— 8(B) A WARNING - Verity 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 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 - ANSUrP/1 Duality Criteria, DSB-69 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 Truss Type Oty . Ply T24135231 2810533-TNT G3 Monopitch 3 1 Job Reference (optional) tfunoers mrstaource Iron rtercej, ron rierce, M- 14U40, 0— s —y —... .,,,ay 1 . . -e- . ID:8_6iCi63dp8HldgXpW GfxGzEYB?-p?f13Eh?OUNJV 1 fBH_p1 wOJli6H85JhltmM7LzCa8U 2-9-12 9-0-0 2-9-12 3-2-4 2x4 1� ST1.5x8STP= 6 2x4 11 3 3x6 7 ST1.5x8 STP= VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS :IMPOSEbp 0.0 BY SUPPORTS (BEARINGS). 6-0-0 Scale: 3/8°=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 . Vert(LL) -0.04 4-5 >999 360 MT20 244/190- TCDL 7.0 Lumber DOL 1.25 BO 0.36 Vert(CT) -0.08 . 4-5 >851 240 BCLL 0.0, ' Rep Stress Inor . YES WB 0.47 Horz(CT) -0.04 7 n/a n/a ;BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.00 5 >999 240 Weight:.44 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 DO purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2 *Except` BOT CHORD Rigid ceiling directly applied or 7-7-7 oc bracing. 2-4,2-5: 2x4 SP No.3 REACTIONS. (size) 6=0-8-0; 7=0-8-0 Max Horz 6=158(LC 12) Max Uplift 6=-4(LC 12), 7=-210(LC 12) Max Grav 6=205(LC 1), 7=267(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-353/874, 4-7=-332/541 BOT CHORD, 4-5=-589/288 WEBS 1-5=-214/492, 2-4=-316/684, 2-5=-629/187 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed; end vertical left 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 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) Bearing at joints) 6, 7 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 6 and 210 lb. uplift at joint 7. Joaquin Veloi PE N6.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, -and is for an Individual building comporient, 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 buckling of Individual truss web and/or.chord members only. Additional temporary and permanent -bracing MiTek' prevent 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/?P/1 Quality Criteria, DSB-89 and SCSI 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 Truss Type Qty Ply T24135232 2810533-TNT HJ2 Diagonal Hip Girder 1 1 Job Reference (optional) liunaers rirstsource tron riercei, 1-on rierce, rL - agava, -1-5-0 1-5.0 0.9au S IVlay rL zu r Ivil I ur, I11—outwo, Illli. r . IYlay GV i V .. , uuc , Scale =1:9.9 LOADING (psf) SPACING- 2-04 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 2-4 >999 360 MT20. 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) : -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr .. NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0, Code FBC2020/TPI2014 Matrix-P Wind(LL) 0.00 . 2 >999 240 Weight: 12lb : FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 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=0-10-15, 4=Mechanical Max Horz 2=103(LC 8) Max Uplift 3=-45(LC 5), 2=-247(LC 8) Max Grav 3=32(LC 1), 2=193(LC 1), 4=41(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 45 lb uplift at joint 3 and 247 lb uplift at joint 2. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 .Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) . Vert: 5=22(B) 6=30(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall - building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see . : ANSI/TPII Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24135233 2810533-TNT HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) CUIIDBrs rlrS10ource trOn riercel, . run rlerce, rL - 04y90, o.—M a .way , c —, rv.. en a iuumuca, n— v U ,vmy w . -.a . . oVo . ID:8_6i Ci63dp8H IdgXpW GfxGzEYB?-HCD PGand9enEwecO?V2ZBZW i6TLtfsq_XVwfozCa8T -1-5-0 '4 2 3 ' 1-5-0 4-2-3 Scale: 1 "=V a v 0 d, 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) - I/defl Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.23 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-P Wind(LL) 0.00 . 2 "" 240 Weight: 15lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.' REACTIONS. (size) 3=Mechanical, M-10-15, 4=Mechanical Max Horz.2=125(LC 8) Max Uplift 3=-83(LC 8), 2=-248(LC 8) Max Grav 3=68(LC 1), 2=225(LC 1), 4=76(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp.C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 83 lb uplift at joint 3 and 248 lb uplift at - joint 2. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 .Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) Joaquin VeIeZPE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK 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, andis.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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing:of trusses and truss systems, see ANSUTP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke�East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type OtY Ply T24135234 2810533-TNT HJ5 Diagonal Hip Girder 2 1 Job Reference (optional) dunaers rtrsibource tron rtercel, - run rierce, rL - o4eya, • 150 1-5-0 ID:8_6iCi63dpBHldgXpW GfxGzEYB?-EaL9hGjthG 1 yAymEsOYW fZejLv3ILZL7Rq_1 kgzCa8R Scale=1:17.5 a 0 1� 0. 7 8 11 4 NAILED NAILED NAILED NAILED 3x4 = 702' 6-11-12 LOADING (psf) SPACING- 2-0-0 CSI. 'DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.09 2-4 >916 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) _ -0.19_ 2-4 >421 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 HOrz(CT) -0.00 . 3 n/a n/a BCDL 10.0 Code FBC2020fFPI2014 Matrix-SH Wind(LL) 6.08 : 2-4 >983 240 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=0-10-9, 4=Mechanical Max Horz,2=182(LC 8) Max Uplift 3=-149(LC 8), 2=-267(LC 8) Max,Grav 3=175(LC 1), 2=352(LC 1), 4=123(LC 3) FORCES.. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=1.65mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.0p0f; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp,C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tell 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 149 lb uplift at joint 3 and 267 lb uplift at joint 2. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. - 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, 2-4=-20. Concentrated Loads (lb) Vert: 5=18(F=22, B=-4) 6=-38(B) 8=-1(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andjs 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 R /� 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 ANSI/Tp/l Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24135235 2810533-TNT HJ7 Diagonal Hip Girder 1 1 Job Reference (optional) bumers rirsmource tron rierce), ron Tierce, rL - 04e90, O.YOV J IVIGy IL, LVL 1 IVII I UK II1—LI-0, II IU. VVUU iviny — I . I aye I D:8_6i Ci63dp8HldgXpW GfxGzEYB7-EaL9hGjthGl yAymEsQYW fZemwvy6LUM7Rq_1 kgzCaBR 1 5 0 3-8-8 5-11-12 9-10.1 1-10 3-8.8 2-3-4 3-10=5 .2 1 . . LXY 11 3x4 = Special Scale=1:23.1 3-8.8 S-11-12 9-10-1 3-8.8 2-3-4 3-10-5 Plate Offsets (X Y)-- [2.0-2-1 Edge] [3.0-9-3 0-3-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC . 0.64 Vert(LL) -0.22 9 >510 360 . MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.41 9 >278 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.14 7 n/a n/a BCDL 10.0 Code. FBC2020/TP12014 Matrix-SH Wind(LL) 0.36 9 >311 240 Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD . 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 'Except BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-9: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-10-15, 7=Mechanical Max'Horz 2=239(LC 8) Max Uplift 5=-86(LC 8), 2=-368(LC 8), 7=-208(LC 8) Max Grav 5=79(LC:1), 2=475(LC 1), 7=359(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1100/620 BOT CHORD 3-8=-725/1058, 7-8= 725/1058 WEBS 4-8- 102/313, 4-7=-1106/758 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 jive 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 86 lb uplift at joint 5, 368 lb uplift at joint .2 and 208 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb up at- 1-4-15, 92 lb up at 1-4-15, 14 lb down and 69 lb up at 4-2-15, 14 lb down and 69 lb up at 4-2-15, and 29 lb down and 134 lb up at 7-0-14, and 29 lb down and 134 Ib_up at 7-0-14 on top chord, and at 1-4-15, at 1-4-15,:12 lb down and 20 lb up at 4-2-15, 12 lb down and 20 lb up ,at 4-2-15, and 37 lb down and 35 lb up at 7-0-14, and 37 lb down and 35 lb up at 7-0-14 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 Joaquin Velez PE No.68182 Uniform Loads (plf) MiTek USA, Inc. FL Cart 6634 Vert: 1-3= 54, 3-5=-54, 2-9=-20, 3-6=-20 6904 Parke East Blvd. Tampa FL 33610 Concentrated Loads (lb) Date: Vert: 10=44(F=22; B=22) 11=-3(F=-1, B=-1) 12=-45(F=-23, B=-23) 14= 25(F- 12, B=-.12) 15=-74(F=-37, B=-37) May 28,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/r 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 T24135236 2810533-TNT HJ31 Diagonal Hip Girder 2 1 Job Reference (optional twttaers rirsisource tron rlercef, MR rlerce, rL - Jwavo,. 2x4 = 0.9 . may IL .... I- I OIL II .UJOI.., II iV. v U.'vmy a ,...w . c . , sec . pBH IdgXpW GfxGzEYB7-IOnnTW Fwyv5YoB1 JiOH6L6gxW goc66zDBFTCEzCaBS 4-0-12 Scale:l"=1' ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB . 0.00 Horz(CT) . -0.00 3 n/a n/a BCDL . 10.0 Code FBC2020/TPI2014 Matrix-P Wind(LL) 0.00 2-4 >999 240 Weight: 15lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-12 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=0-10-11, 4=Mechanical Max Horz 2=125(LC 8) Max Uplift 3=-67(LC 8), 2=-274(LC 8) Max Grav 3=88(LC 13), 2=219(LC 1), 4=58(LC 3) FORCES. (Ili) -Max. Comp./Max. Ten..- All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5:Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 67 lb uplift at joint 3 and 274 lb uplift at joint 2. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 .Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=59(F=29, B=29) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MTek® 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITeK" prevent 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-99 and BCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T24135237 2810533-TNT V1 Valley 1 1 Job Reference (optional) t imaers rtrstoource tram rierce/, run nerue, rL - oveyo, ..— ...ay � < ,.,, , _' •• ,•,-r . I D:8_6i Ci63dp8HldgXpW GfxGzEYB?-invYuckW RZ9pn6LQ0731 BmB2wJV U4ObGgUkaG6zCa8Q 2-0.8 4-1-0 208 208 v a 0 2x4 i 3x6 = 2 2x4 Scale =1:7.8 v ro 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL : 20.0 Plate Grip DOL 1.25 TC . 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999 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-P Weight: 11 lb FT = 20% , LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) • 1=4-0-0, 3=4-0-0 Max Horz 1=-33(LC 10) Max Uplift 1=-55(LC 12), 3=-55(LC 12) MaxGrav 1=104(LC 1), 3=104(LC 1) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. . NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) 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) Gable requires continuous bottom chordbearing. 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 55 Ito uplift at joint 1 and 55 lb uplift at joint 3. Joaquin Velez PE No.68182 MiTek USA, Inc. F.L Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 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 MTek® 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 parametersand properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' prevent 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?P11 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 T24135238 2810533-TNT V2 Valley 1 1 Job Reference (optional) uumers mrstbource (ron coerce),. ron rierce, M - Jge40, 3-0-8 3-0-8 a 0 0 0.4JV,IVIGy IGLVGI Ir111CnIIiuuJli,oa,,i,�. rro..,r,ayc� ,�.c�.v..c�c. ._�yo ID:B_6iCi63dp8HldgXpW GfxGzEYB?-e91 IJHImzBPXi QUpYY5DGBGMN7CuYutZ7oDhL?zCa80 6-1.0 3-0-8 46 = Fa 4 2x4 i 2x4 11 2x4 Scale=1:13.0 048 6-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) I/defy Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL .. 1.25 BC 0.10 Vert(CT) � n/a n/a 999 BCLL 0.0 ' Rep Stress Incr : .. YES WB 0.08 Horz(CT).. 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 18 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-0-0, 3=6-0-0, 4=6-0-0 Max Horz 1=56(LC 11) Max Uplift 1=-62(LC 12), 3=-62(LC 12), 4— 62(LC 12) Max Grav 1=91(LC 17), 3=100(LC 18), 4=178(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . WEBS 2-4=-129/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ; and vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 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 62 lb uplift at joint 1, 62 lb uplift at joint 3 and 62 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 ' 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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 BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T24135239 2810533-TNT V3 Valley 1 1 Job Reference (optional) tiuncers rlrstbource (rOR.Ylerce), ron rrerce, rL - J4`J40, 5-0-8 v 0 0 I D:8_6iCi63dp8H IdgXpW GfxGzEYB?-6MagXdmOkUXOeZ3?5FcSpPpUgXRmHLZjMSyEtRzCaBN 46 = 2 4 3x6 2x4 11 10 1 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl . Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) n/a n/a 999:' BCLL 0.0 '. Rep Stress.lncr YES WB 0.11 Horz(CT) 0.003 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-SH Scale = 1:18.1 a •o 0 3x6 �. PLATES GRIP MT20 244/190 Weight: 32 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=10-0-0, 3=10-0-0, 4=10-0-0 Max Horz 1=-102(LC 10) Max Uplift 1=-90(LC 12), 3=-90(LC 12), 4=-162(LC 12) Max Grav 1=151(LC 17), 3=166(LC 18), 4=362(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250.(Ib) or less except when shown. WEBS 2-4=-221/385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed; end vertical left exposed;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 root jive load 'shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 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 lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing'plate capable of withstanding 90 lb uplift at joint 1, 90 lb uplift at joint 3 and 162 lb uplift at joint 4. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with. MITek® connectors. This design is based only upon parameters shown, and is 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satety.lntormationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf; MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply T24135240 2810533-TNT V4 Valley 1 1. Job Reference (optional builders mrstbource Iron rterce/, O 6 ron rterce, M- 14e40, o.yO�.,way ".— ,.,,,. .. ,.,oy -..-, , -I- , ID:8_6i Ci63dpBH ldgXpW GfxGzEYB?-6MagXdmOkUXOeZ3?5FcSpPpW 8XTDHKdjM.SyEtRzCaBN 7-0-8 9-4-8 7-0-8 2-4-0 3x4' i 7-0-8 7 2x4 II 4x6 = 6 2x4 II 5 2x4 11 Scale: 10=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL "" 1.25 BC : 0.41 Vert(CT) : n/a - n/a 999' BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-SH Weight: 38 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.3 except end verticals. WEBS 2x4 SP No.3 a BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-4-0.. (lb) - Max Horz 1=121(LC 12) , Max Uplift All uplift 100 lb or less at joints) 1, 5, 6 except 7= 223(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=374(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7— 271/585 ' NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 7-0-8, Exterior(2E) 7-0-8 to 9-2-12 zone; cantilever left and right exposed; end vertical left exposed;C-C.for members and forces & MW FRS for reaction's shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rein loading requirements specific to the use of this truss.component. 4) Gable requires continuous bottom chord bearing. 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) 1, 5, 6 except -Gt=lb) 7=223. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 verify the applicability of design parameters and properly incorporate this design Into the overall - building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'. prevent 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. Sarety.In/ormation available from. Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , aty . Ply T24135241 2810533-TNT V5 Valley 1 1 Job Reference o tional ouuuers r-ustaource trot[ rierce/, roR rierce, rL - owovo, o. a ,v,ny , c —, .. o. ...- .. o., , .y - -1. ,Leo ID:8_6iCi63dp8H IdgXpW GfxGzEYB7-aY82kznOVofFGjeBfz7hMcMflwmnOmW sb6ioPuzCaBM 9-0.8 _ 11-4-8 9-0.8, 2-4.0 4x6 = 3 a 0 0 Scale=1:29.1 3x4 i 7 6 2x4, 11 2x4. 11 : 0- -B ... .. 9-0-8 11-4-8 . . 0- -B 9-0-0 2-4-0 5 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a rl/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC' . 0.52 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress incr YES WB . 0.20 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-SH Weight: 48lb 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.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD, Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP.No.3 REACTIONS. All bearings 11-4-0. (lb) - Max,Horc 1=178(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-286(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=477(LC 17) FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-272/138 WEBS 2-7= 348/663 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 9-0-8, Exterior(2E) 9-0-8 to 11-2-12 zone; cantilever left and right exposed ; end vertical left exposed;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) Gable requires continuous bottom chord bearing. 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) 1, 5, 6 except at=lb) 7=286. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component. 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24135242 2810533-TNT V6 Valley 1 1 Job Reference (optional) timaers mrstbource tron riercel, ron rierce, rL - awnwo, ou . ,.,ay ,..- ..„ _.. - -- ,.,_r I D:B_6iCi63dp8H ldgXpW GfxGzEYB?-2ki Rx loeG6n6utDODgewuqum6K6blDK?gmRLxKzCaBL 1-1-0 9-5-0 11-9-0 1-1-0 .9-5.0 2-4-0 J 3x8 I I 9 12 2x4 II 9-5-0 4x6 = 5 8 72x4 II 2x4 11 Scale=1:34.0 Plate Offsets (X Y)-- [2.0-5-13 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL - 20.0 Plate Grip DOL :1.25 TC : 0.66 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 00 . 0.55 Vert(CT) 0.01 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES W B . 0.23 Horz(CT) -0.00 . 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:_65lb 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.3 except end verticals. WEBS 2x4 SP No.3 . BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-3-8 REACTIONS. All bearings 11-9-0. (lb) - Max Horz 2=238(LC 12) . Max Uplift All uplift 100 lb or less at joint(s) 7, 8 except 2=-101(LC 12); 9= 334(LC 12) Max Grav All. reactions 250 lb or less at joint(s) 7, 8 except 2=256(LC 17), 9=641(LC 17) FORCES. (lb) -Max. Comp./Max. Ten."- All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-317/160 WEBS 4-9= 417/759 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 9-5-0, Exterior(2E) 9-5-0 to 11-7-4-zone; cantilever left and right exposed ; end vertical left exposed;C-C.for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Gable requires continuous bottom chord bearing. 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 3-6-0tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8 except (jt=lb) 2=101, 9=334. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® 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 buckling of Individual truss web chord Additional temporary and permanent bracing MiTek" prevent and/or membersonly. Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see . ANSYTP11 Quality Criteria, DSB-89 and 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 ,QtV Ply r T24135243 2810533-TNT V7 Valley 1 1 Job Reference (optional) tlunaers mrst'ource trori mefce), ron vierce, r-L- 44V40, 8.4JU 5 IVlay IL GUG I IVII I eR 11 IUUb111Ub, IIIU. VVUU IVIay — IO.G0— — I Faye I ID:8_6iCi63dp6HldgXpW GfxGzEYB?-W xGp9foG1 PvzV1 oanOA9R1 R34kZEUj492QBuUmzCa8K 2-9-8 2-9-8 2 3 Scale =1:9.8 2x4 i 2x4 II 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) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC ' 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WE. om Horz(CT) 0.00 rVa n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-P Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or.10-0-0 oc bracing. REACTIONS. (size) 1=2-9-0,.3=2-9-0 Max Horc 1=58(LC 12) Max Uplift 1=-24(LC 12), 3=-53(LC 12) Max Grav 1=79(LC 17), 3=89(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. ll; Exp C; Encl.,.bCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom.chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s).1, 3. Joaquin Velez PE No.68182 Mi rek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. Design valid 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 buckling of Individual truss web and/or chord membersonly. Additional temporary and permanent bracing MiTek' prevent 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 . ANSVI Plf 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 T24135244 2810533-TNT V8 Valley 1 1 Job Reference (optional) nunuers mrsiouurce, trun rierce/, run riurue, rr- - o 4u, a 0 0 I D:8_6iCi63dp8HldgXpW GixGzEYB?-?7gBM?pvojl g7BNmK5hOzFz7p8rVDAKI H4wSOCzCa8J 4.9-8 1 2 3 2x4 i 2x4 11 Scale=1:14.8 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES _ GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC' 0.33 ' Vert(CT) n/a n/a 999 BCLL 0.0: ' Rep Stress Incr YES WB . 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals: WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-9-0, 3=4-9-0 Max Horz 1=115(LC 12) Max Uplift 1=49(LC 12), 3=-106(LC 12) Max Grav 1=158(LC 17), 3=178(LC 17) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-162/314 NOTES- 1) Wind:'ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 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.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) 1 except (jt=lb) 3=106. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 , , ,OtY Ply T24135245 2810533-TNT V9 Valley 1 1 Job Reference (optional) dunoers rustzsource Iron rtercej, ron rierce, rL - a1+a1+0, 1 a 0 0 ID:8_6iCi63dp8H IdgXpW GfxGzEYB?-?7gBM?pvoj 1 g7BNmK5hOzFzDzauBD8nlH4wSOCzCa8J 6.9-8 6-9-8 2x4 11 3 Scale = 1:21.7 5 4 2x4 2x4 11 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC .. 0.16 Vert(CT) n/a' n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) - 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 26 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.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-9-0, 4=6-9-0, 5=6-9-0 Max Horz 1=172(LC 12) Max Uplift 4= 67(LC 12), 5=-200(LC 12) Max Grav 1=72(LC 1), 4=113(LC 17), 5=335(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP.CHORD 1-2=-3511149_ ' WEBS 2-5=-283/550 NOTES- 1) .Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=200. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 28,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE..�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 . 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 i Qty Ply T24135246 2810533-TNT V10 Valley 1 1 Job Reference (optional) cuuuers rusioource trurt nerve), run rierce, rL - ovayo, v 0 0 .,oy , < 1 , ,.,, , ,.y I D:8_6i Ci63dp8H IdgXpW GfxGzEYB?-AzTw6yl8CtHgPGvc_ga_k_k9rjgGpRzQv8T7ozzCaBP 8-9-8 8-9-8 2x4 II 3 2x4 5 4 2x4 11 2x4 11 Scale=1:27.7 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate.Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 70 Lumber DOL 1.25 BC 0.25 Vert(CT) . n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 . 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 35lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-9-0, 4=8-9-0, 5=8-9-0 Max Horz 1=229(LC 12) Max Uplift 4=-92(LC 12), 5=-257(LC 12) Max Grav 1=106(LC 1),.4=153(LC 17), 5=430(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-398/161, WEBS 2-5=-325/619 NOTES- 1) Wind: ASCE 7-16; Vult=166mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft;, eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 8-7-12 zone; cantilever 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) Gable requires continuous bottom chord bearing. 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 20.0psf 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 92 lb uplift at joint 4 and 257 lb uplift at joint 5. Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa F.I. 33610 Date: May 28,2021 A WARNING - Verily 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 dill a truss system. Before use, the building designer must verify the. applicability of design parameters and property incorporate this design into the overall. design. Bracing indicated is to buckling of Individual truss web chord members only. Additional temporary and permanent bracing M!Tek" building prevent and/or 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 , ANS11fPl1 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 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. ' .. Apply plates to both sides of truss. and fully embed teeth. 0_y16 r .. I__ I For 4 x 2 orientation, locate plates 0-'/,6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MITek20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4, width measured perpendicular to slots. Second dimension is the length -parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates'location where bearings . (supports) occur. Icons vary but. reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIlrPl1: National Design Specification -for Metal Plate Connected Wood Truss Construction.- DSB-89:. Design Standard for Bracing. BCSI:. Building Component Safety Information, Guide to Good Practice for. Handling, stalling &Bracing of Metal Plate `.Connected Wood Trusses. Numbering System General Safety Notes 6-4-8 dimensions Shown in.ft-in-sixteenths Failure to Follow Could Cause Property (Drawings notto-scale)Damage or Personal Injury 1. Additional stability bracing for truss system; e.g. 1 2 3 diagonal or X-bracing, is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer. For .... c1-2 c2.3 wide truss spacing, individual lateral braces themselves may require bracing; or alternative Tor I p WEBS S�4 4. bracing should be considered. p3. Never exceed the design loading shown and never X 3 O stack materials on inadequately braced trusses. D_ 3 d 4. Provide copies of this truss design to the building O designer, erection supervisor, property owner and c7-8 csa c5- all other interested parties. BOTTOM CHORDS 5. Cut members to bear tightly against each other. 8 7 6 5 . 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE. locations are regulated by ANSI/rPl 1. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from THE LEFT. the environment in accord wdh ANSIlrPI 1. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT. 8. Unless otherwise noted, moisture content of lumber NUMBERSILETTERS. shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber.... ICC-ES Reports: 10. Camber is a non-structural consideration and is the . responsibility of truss fabricator. General practice is to ESR-131;1, ESR-1352, ESR1988; camber for dead load deflection. ER73907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location.dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Trusses are designed for wind loads in the plane of the : 13. Top chords must be Sheathed or puriins provided at truss unless otherwise shown. spacing indicated on design. Lumber design values are in accordance with ANSIlrPI '1 14. Bottom chords require lateral bracing at spacing, or less, if no ceiling is installed, unless otherwise wise noted. section 6.3 These truss designs rely on lumber values established by Others. 15..Connections not shown are the responsibility of others.. 16. Do not cut or alter truss member or plate without prior approval of an engineer. . ©2012 MiTek@) All Rights Reserved 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. MiTek" 21.The design does not take into account any dynamic or other loads otherdhan thoseexpressly stated. MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020