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HomeMy WebLinkAboutTrussLumber design values are -in accordance with ANSI/TPI 1 section 6.3 These truss designs'rely on lumber values established by others. � :.:Mp.. . - RE: 2931979-GHO-.1007MW - GHO Homes = Tacoma - Traditional MiTek USA, Inc. 6904 Parke East Blvd. :Site Information: Tampa, FL 33610-4115 Customer Info: GHO Homes Project Name: MW1007 : Model: . Lot/Block: 1007 Subdivision: MEADOWOOD Address: 9412 MEADOWOOD DR,. City: PORT. SAINT LUCIE State: FL: - ... ... Name. Address and License # of Structural .Engineer of Record, If there is one, for GQTbaifd' fi�gg,, Name: License cu-C� Address: StLucia Coun City: State: tong ry :-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: 160 mph:: . Roof Load: 45.0 psf ; : Floor Load: N/A:psf ...... ....... ...... ::This package: includes 120 individual., Truss Design. Drawings and 0 Additional Drawings. With my seal affixed to this sheet;" I hereby certify that I am the Truss Design Engineer and this index sheet conforms 'to 61G15-31:.003'section 5 of the:Florida Board of Professional Engineers_Rules. No. Seal# :. Truss Name Date _: No. Seal# Truss Name. Date 1 T25608248 Al : 10/1:1 /21 23 T25608270 B07 10/11 /21 2 _ _ T25608249 A2 .... 10/11/21- 24 ; T25608271 BOB. - ... 10/11/21.. 3: :T25608250 A3 10/11/21 25 T25608272 B09 10/11/21: 4 T25608251 A4 10/11/21 26 . T25608273 B 10 10/11/21 l 5 T25608252 A5 10/11/21 27 T25608274 1311 10/11/21 6 T25608253 A6 10/11/21 28 T25608275 BG R 10/11/21 7 T25608254 A7 10/11/21 29 T25608276 C 1 10/11/21 8 T25608255 A7G 10/11/21 30 T25608277 C2 10/11/21 9 T25608256 AB 10/11/21 31. T25608278 C3 10/11/21 10 T25608257 A9 10/11/21 32 :. T25608279 C4G 10/11/21 :::11 T25608258: A10 10/11/21: 33 T25608280 CJ01 .10/11/21 12 T25608259' Al .10/11/21: 34 T25608281, CJ1A 10/11/2i 13_ ..T25608260 Al210/11/21 35, ... T25608282 CJ 1 B 10/11/21 14. T25608261 Ala. 10/11/21 36: T25608283 CJ02: 10/11/21 15 T25608262 A14. 10/11/21 37:.: T25608284 CJ03: 10/11/21 16 T25608263 A15G 10/11/21. 38 T25608285 CA .10/11/21 17 T25608264 B0:1 10/11/21: 39 T25608286 CJ5 10/11/21 18 T25608265- E102.-10/11/21 40 T25608287 CJ5A 10/1.1/21 19 T25608266 B03 10/11/21 41. T25608288 D01 _ 10/11/21 20; 725608267 B04 10/11/21 42 : T25608289 D02. 10/11 /2 21 T25608268 B05 10/11/21 43 T25608290 D03.10/11/2 22 T25608269 B06 10/11/21 44 T25608291 D04 10/11 /2 The. truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct, supervision based on the parameters ���` SO .�� • . ��,�i�i provided by Builders FirstSource'(Plant City, FL). �' F %'• �. Truss Design Engineer's Name: Vele2,'Joaquin;: *.: No 82. ; * Mylicense: renewal date for the state of Florida is February 28, 2023: — F ICI IMPORTANT, NOTE: The seal on these truss component designs is, a certification TE O that the engineer named is licensed.in,the jurisdiction(s) identified and that the �0� Q, • �� designs comply with ANSI/TPI. 1. These designs are based upon. parameters �� O Ff :1, N shown. (e; g., loads, supports,, dimensions, shapes and'design codes), which were �i •'�� �` given to MiTek or TRENCO. Any projectspecific information included is for MiTek's or �j� N AL ��� TRENCO's customers file reference purpose only, and was not taken into account in the ��� f•Itt►�r��. of these designs. MiTek or TRENCO has not independently verified the Joa oin Velez E"N6.66162 -. .. preparation9. � ...� P y applicability of the design parameters:or the designs for any particular building. Before _use; : p 9 MiT k 11ojq FL Ceit 6634 the: building: designer should verify applicability of design parameters and properly 69 Parke EAst Blvd. Tampa FL 3361D incorporate these. designs into the overall building design per ANSUTPI 1, Chapter 2. .... Date October 11,2021, Velez, Joaquin 1 of 2 �:q . . RE: 2931979-GHO-1007MW - GHO Homes - Tacoma - Traditional Site Information: Customer Info: GHO Homes Project Name: MW1007 Model: . Lot/Block: 1007 Subdivision: MEADOWOOD Address: 9412 MEADOWOOD DR,. City: PORT SAINT LUCIE State: FL No. Seal# Truss Name Date 45 T25608292 D05 10/11/21 46 T25608293 D06 10/11/21 47 T25608294 D07 10/11/21 48 T25608295 D08 10/11/21 49 T25608296 D09 10/11/21 50 T25608297 D10 10/11/21 51 T25608298 D11 10/11/21 52 T25608299 D12 10/11/21 53 T25608300 E 1 G 10/11/21 54 T25608301 EJ01 10/11/21 55 T25608302 EJ3 10/11/21 56 T25608303 EJ5 10/11/21 57 T25608304 EJ5A 10/11/21 58 T25608305 EJ5B 10/11/21 59 T25608306 EJ5C 10/11/21 60 T25608307 EJ5D 10/11/21 61 T25608308 EA 10/11/21 62 T25608309 EJ7 10/11/21 63 T25608310 EJ7T 10/11/21 64 T25608311 EJ7TB 10/11/21 65 T25608312 ERTC 10/11/21 66 T25608313 EJ9 10/11/21 67 T25608314 EJ9A 10/11/21 68 T25608315 EJ 12 10/11/21 69 T25608316 EJ14 10/11/21 70 T25608317 EJ 14A 10/11/21 71 T25608318 EJ 14B 10/11/21 72 T25608319 EJ15 10/11/21 73 T25608320 EJ24 10/11/21 74 T25608321 EJ25 10/11/21 75 T25608322 EJ32 10/11/21 76 T25608323 F1 10/11/21 77 T25608324 F2 10/11/21 78 T25608325 F3 10/11/21 79 T25608326 F4 10/11/21 80 T25608327 F5G 10/11/21 81 T25608328 G 1 G 10/11/21 82 T25608329 G2 10/11/21 83 T25608330 G3 10/11/21 84 T25608331 G4 10/11/21 85 T25608332 G5 10/11/21 86 T25608333 G6 10/11/21 87 T25608334 G7G 10/11/21 88 T25608335 H 1 10/11/21 89 T25608336 H2 10/11/21 90 T25608337 H3 10/11/21 91 T25608338 H4 10/11/21 92 T25608339 H5 10/11/21 93 T25608340 H6 10/11/21 94 T25608341 H7G 10/11/21 95 T25608342 HJ01 10/11/21 96 T25608343 HJ1' 10/11/21 97 T25608344 HJ 1 A 10/11/21 98 T25608345 HJ02 10/11/21 99 T25608346 HJ03 10/11/21 100 T25608347 HJ3 10/11/21 101 T25608348 HJ5 10/11/21 No. Seal# Truss Name Date 102 T25608349 HJ5A 10/11/21 103 T25608350 HA 10/11/21 104 T25608351 HAA 10/11/21 105 T25608352 HJ7 10/11/21 106 T25608353 HJ8 10/11/21 107 T25608354 HJ24 10/11/21, 108 T25608355 HJ31 10/11/21 109 T25608356 HJ52 10/11/21 110 T25608357 11 10/11/21 111 T25608358 K 10/11/21 112 T25608359 K1 G 10/11/21 113 T25608360 M1 10/11/21 114 T25608361 N1G 10/11/21 115 T25608362 N2G 10/11/21 116 T25608363 01 10/11/21 117 T25608364 02 10/11/21 118 T25608365 04G 10/11/21 119 T25608366 P 1 G 10/11/21 120 T25608367 T13 10/11/21 2of2 Job Truss Truss Type Qty Ply GHO Homes —Tacoma - Traditional T25608248 2931979-GH0-1007MW Al Roof Special 1 1. Job Reference (optional) Builders Firstbource (Plant Uty, FL), Plant City, FL - 33567, 8.430 s Aug i d 202i MI i eK industries, Inc. Mon Oct i i 08:06:30 202i rage i. ID:OyAjBm2?TRQgYMVts_wlsyzNVH= 5q6?GEyWLLLT2ribYQfebOlXZk3bxgdq??WOLyUYMd Or7-p 6-3.8 14.4-8 22-5-8 26-2-0 30-9.0 35.4-0 35r1Q-4 3-8-8 4-7-0 4-7-0 0-6-4 Scale=1:69.0 5x6 = 6 6x8= 16 15 13 11 10 46 = 2x4 I I 3x6 — 3x10 4x6 5x6 48 = 0 N .9 18 2x4 = Or7 p 6-3-8 14-4-8 22-5-8' . 28-10-4 30-9.0 , 35-3-0 .350 Q-4 075-8-8 8-1-0 B-1-0 6-4-12 1-10-12 4-6-0 U-7-4 Plate Offsets (X Y)-- [2:0-5-8 0-2-4] [8:0-4-0 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 . 0.97 Vert(LL) ... -0.21 10-11 >999 360 MT20 .244/190 TCDL 15.0 Lumber DOL 1.25 BC .: 0.93 Vert (CT) : -0.36 10-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0:94 Horz(CT) 0.09 18 n/a n/a BCDL 10.0 Code FBC2020ITP12014, Matrix-SH Weight: 285lbFT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end.verticals. 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 2-13, 3-13, 5-13, 5-11, 2-16, 6-11, 6-10 1-16,8-9: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 17=0-6-0, 18=0-6-4 Max Horz 17=-199(LC 10) Max Uplift 17=-589(LC-12), 98=-592(LC,12) Max GraV 17=1857(LC 17), 18=1825(LC 18) FORCES. (lb) - Max. Comp./Max. Ten..- All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1882/975, 3-5— 1883/976, 5-6=-2128/1101, 6-7=-1.173/700, 7-8=-1103/493, 8,18=-1802/781, 16-17=-603/1647 BOT CHORD 15-16=-447/1160, 13-15=-446/1166; 11-13— 695/1833, 10-11- 441/1196 WEBS 2-15=0/418, 2-13=-482/1175, 3-13=-649/489, 5-11=-1351/788, 2-16=-1873/750, 6-11=-754/1857, 7-10=-417/418, 6-10=-719/230, 8-10=-606/1492 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11 Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-9-0 to 6-3-8, Exterior(2R) 6-3-8 to 12-3-8, Interior(1) 12-3-8 to 26-2-0, Extehor(2R) 26-2-0 to 32-2-0, Interior(1) 32-2-0 to 35-1-4 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/ 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 = I O.Opsf. 7) Bearing at joint(s) 17, 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify. capacity of bearing surface. 8) Provide mechanical connection:(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) 17=589, 18=592. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building: code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1:1,2021 ® 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 foi an Individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or. chord members only, Additional temporary 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 - ANSUrPII 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 GHO Homes - Tacoma - Traditional T25608249 2931979-GHO-1007MW . A2 Roof Special 1 1 Job Reference (optional) tJunaers rirstz)ource triant uly,. I-L), ream L.try, rL-.JJ00r, 0.4Ju smug 10 zuc t 1vn r en muusuies, ua:. rerun Uu i i U0:u0:4 i cuc 1 raye r ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-GyH9a?4PlkkvtX2ji EMDXi?QuArxOpBgFDAbHCyUYMS Or7�0 7-0-0 : 15-1-0 23-2-0 26-2-0 29-2-0 30-10-f 35-10-4 0-7-0 6-5-0 8-1-0 8-1-0 3-0.0 3-0.0 1-8.6 4-11-14 5x6 — . Scale = 1:77:8 5x8 — . 5x12 = . 6 . .16 15 13 11 10 46 = 2x4 11 3x6 — 3x8 = 46 5x6 = 3x4 �0 7-0-0'.' 15-1.0.: 23-2-0 29-2-0 29tt1.6 -0 6-5-0 8-1-0 8-1-0 6.0-0 0- -6 9 6x8 6x8 =. 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in .(loc) I/deft Ud :' PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) . -0.17 11-13 '>999 360, MT20 ..244/190 TCDL 15.0 Lumber DOL 1.25 BC . 0.81 Vert(CT) : -0.32 11-13 >999 240 BCLL 0.0 Rep Stresslncr YES WB_ 0.95 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 293 lb FT = 20/ LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-6 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 2-13, 3-13, 5-11, 6-11, 6-10, 7-9 1-16,8-9: 2x4 SP No.2 2 Rows at 1/3 pts 2-16 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 17=0-6-0, 9=0-6-4 Max Horz 17=-199(LC 10) Max Uplift 17=-589(LC 12), 9=591(LC 1.2) Max Grav 17=1867(LC 17), 9=1865(LC 18) FORCES. (lb) -Max. Comp./Max. Ten..- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1841/975, 3-5=-1841%975, 5-6=-2004/1068, 6-7=-1334/804, 16-17=-573/1617, 1-17=-250/284, 8-9=-251/218 BOT CHORD 15-16=-448/1221, 13-15=-447/1227, 11-13=-651/1709, 10-11=-438/1207, 9-10=-434/1067 WEBS 2-15=0/431; 2-13=-427/1062, 3-13==646/486, 5-13=-127/272, 5-11=-1364/799, 6-11=-762/1771, 6-10=-531/116, 7=10=-45/747, 7-9=-1796/724, 2-16=-1862/737 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional). and C-C Extedor(2E) 0-9-0 to 7-0-0, Exterior(2R) 7-0-0 to 13-0-0, Interior(1) 13-0-0 to 26-2-0, Extedor(2R) 26-2-0 to 32-2-0, Intedor(1) 32-2-0 to 35-1-4 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 jive 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 anyOther. members, with BCDL = :10.Opsf. 7) Bearing at joint(s) 17, 9 considers parallel to grain value using ANSVTPI.1 angle to grain formula. Building designer should verify capacity of bearing surface.. 8) 'Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 17=58919=591. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of:the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 Mi-ek USA, Inc.. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: . October 11,2021 ® 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 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 : 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 Qty Ply GHO Homes - Tacoma - Traditional T25608250 2931979-GHO-1007MW A3 Roof Special 1 1. Job Reference (optional) rsuucers rtrstsource trlant uty, ruj; rlant uty, ru - asSUI, d.aau s Aug i e zun ml I ex Incusmes, Inc. mon uci 1 i uo;uo:va zurt rage i ID:OyAj Bm2?TRQgYMVts_wlsyzNVH_-DKPv?h6gHL_d6rC5pfOhd74mCzV?Uni7jXfiM4yUYMQ 0 7-0 4-3-B 12-4-8 20-5.8 24-9-8 27-6-8 : 33-4-0 35.10-4 017- 3.8-8 8-1-0 8-1-0 4-4-0 2-9-0 5-9-8 2-6-4 5x6 = Scale=1:74.4 6 6 4x1, 19 18 17 16 5x6 = 2x4 11, 14 12 3x6 = 48 5x6 3x6 = 12-4-8 20-5-8 8-1-0 8-1-0 5x6 = 7 11 10 3x8 = 4x6: _ 6x8 = 6x8 = 27-6-8 33-4-0 35-10-4 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in .(loc) I/defl Ud ..PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC.. 0.97 Vert(LL) -0.19 12-14 >999 360 MT20 ...244/190 TCDL. 15.0 Lumber DOL :: 1.25 BC :: 0.90 Vert(CT) -0.37 12-14 >999 : 240 BCLL 0.0 ' Rep Stress Incr. YES WE. 0.69 Horz(CT) . 0.18 20 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 291 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end.verticals. BOT CHORD 2x4 SP No.2 BOT CHORD. Rigid ceiling directly applied or 6-0-1 oc bracing. WEBS 2x4 SP No.3 *Except' WEBS 1 Row at midpt 2-14, 5-14, 5-12, 8-10, 6-11, 6-12, 2-17 1-17: 2x4 SP No. 1, 9-10: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 19=0-6-0, 20=0-6-4 Max Horz 19=-152(LC 10) Max Uplift 19=-584(LC 12), 20=-596(LC.12) Max Grav 19=1799(LC 17), 20=1754(LC 18) FORCES. .(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2069/958, 3-5=-2070/959; 5-6=-2566/1193, 6-7=-1268/686, 7-8=-1459/688, 17-18=-676/1644, 1-18=-676/1644, 9-10=-762/1728 .. BOT CHORD 16-17=-448/1009, 14-16=-446/1014, 12-14=-962/2271, 11-12=-638/1486, 10-11=-282/601 WEBS 2-16=0/307, 2-14=-616/1530, 3-14=-649/490, 5-12=-1392/790, 7-11=-61/390, 8-11=-360/1004, 8-10=-1660/819, 6-11=-862/430, 6-12=-793/1897, 2-17=-1751/735, 1-19=-1828/801, 9-20=-1760/781 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124rnph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-9-0 to 4-3-8, Extedor(2R) 4-3-8 to 10-3-8, Intedor(1) 10-3-8 to 24-9-8, Exterior(2E) 24-9-8 to 3374.0,.Interior(1) 33-4-0 to 35-1-4 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 = I O:Opsf. 7) Bearing at joint(s) 19, 20 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=584, 20=596. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin VBIez,PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: - October 11,2021 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 MITekO 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 WOW MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Duality Criteria, 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 GHO Homes -Tacoma - Traditional T25608251 2931979-GHO-1007MW A4 ROOF TRUSS 1 1 Job Reference (optional) ounuers r11sr0Uwce tnnrr uny, rLl, nanl uny, rL - aob0r, n.43U 5 Aug I b ZUZI mi i eK Inousmes, Inc. mon UC[ t I Ua:Uti:4b ZUZ1 rage 1 I D:OyAj Bm2?TRQgYMVts_wisyzNVH_-9j W gQN7wpyEKMBMUx4Q9iY99En9bygoQAr8pQzyUYMO q-7-p 2-6-0 _ 10-7-0 18-8-0 23-0-0 27-8-0 28-6 p " 31-6-8 35 6-8 35yy1 p-4 -7- 8-1-0 8-1-0 . 4-0-0 4-8-0 -10- 3-0-8' 4-0-0 0-90t2 1-11-0 - . 6x8 = 3x10 II 68 = 2x4 = 2x4 — 5x6 = 6x8 5x6 = . 5x6 8x12 - 6:00 12 = 6x8 = a 10 5x6 -- ' Sv19 II o1 -v N 19 . 18 16 14 13 20 5x6 = 5x8 = 3x6 5x6 = 3x6 = 5x8 = 3x4 = Scale=1:82.0 7 2-6-0 10-7-0 18-8-0 23-0-0 27-8-031-6-8 35-3-0 3 1 -4 7- 8-1-0 8-1-0 4-0-0 4-8-03-10-8 3-8-8 7 '- ' 1.11-0 .. .. .. Plate Offsets (X,Y)-- [1:0-6-12,Edge], [2:0-3-0,0-2-01, [6:0-3-0,0-2-01, 112:0-6-0,0-9-01, [19:0-2-8,0-1-12] LOADING (psf) SPACING- 2-0-0: CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.29 14-16 >999 .. 360, MT20 .244/190 TCDL: 15.0 Lumber DOL 1.25 BC : 0.96 Vert(CT) -0.52 14-16 >798 . 240: BCLL 0.0 ', RepStresslncr YES WB .0:72 Horz(CT) -0.12 24 n/a n/a BCDL 10.0 Code FBC20201TP12014_ Matrix-SH Weight:289'lb' FT'=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, 2-4,4-5: 2x4 SP No.1, 8-12: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1 `Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 13-15: 2x4 SP No.2 WEBS 1 Row at midpt 2-18, 5-18, 5-16, 7-14, 6-16, 6-14, 2-19 WEBS 2x4 SP No.3 `Except' JOINTS 1 Brace at Jt(s): 9, 21 12-13: 2x4 SP No.2, 1-19: 2x4 SP No.1 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) .. 24=0-6-4, 25=0-6-0 Max Horz 25=-116(LC 10) Max Uplift 24==610(LC 12), 25=-569(LC 12) Max Grav 24=1777(LC 17), 25=1774(LC 17) ' FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . TOP CHORD 1-2= 250/1,:2-3=-2101/876, 3-5=-2102/877, 5-6=-2924/1181, 6-7=-1272/594, 7-10=-1421/701, 10-11=-1486/655, 11-12=-1310/522, 22-24=-1662/760, 12-22=-1671/764, 19-23=-845/1723, 1-23=-845/1723 BOT CHORD 18-19=-361/669, 16-18=-1045/2580, 14-16=-722/1705 WEBS 2-.18=-726/1928, 3-18=-651/491; 5-18=-517/188, 5-16=-1357/725, 7-8=-731/463, 14-21=-682/1738,12-21=-672/1718,6-16=-732/1952,6-14=-868/441,2-19=-1556/914, 9-10=-483/1061; .1-25=-18001769 NOTES- (10) 1) Unbalanced roof: live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16fi; B=75ft; L=60ft; eave=7ft; Cat.. " II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-0 to 2-6-0, Exterior(2R) 2-6-0 to 8-6-0, Interior(1) 8-6-0 to 23-0-0, Exterior(2E) 23-070 to 27-8-0, Interior(1) 27-8-0 to 28-6-0, Exterior(2E) 28-6-0 to 31-6-8, Interior(1) 31-6-8 to 35-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading 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 = 10.0psf.' 7) Bearing at joint(s) 24, 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. . ' . Joaquin Velez PE 116.68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) MiTek USA, Inc. FL Cert 6634 24=610, 25=569. 6904 Parke East Blvd. Tampa FL 33610 9) "Graphical purlin representation does not depict the size or.the.orientation of the purin along the top and/or bottom chord. Date: 10) This manufactured product is designed as an individual building component. The "suitability and use of this component for any October 11,2021 particular building is the responsibility of the building designer per ANSI TPI'1 as referenced by the building code. 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 piopedy'incorporate this design into the overall: building design. Bracing Indicated is to prevent buckling of individual trussweband/or chard 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 - ANSUfpl1 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 GHO Homes - Tacoma - Traditional T25608252 2931979-GHQ-1007MW A5 Roof Special 1 1 Job Reference o tional b.44u s Hug i b zun nm i eK moustries, mc: noon uct't i i b:bu:b4zun -rage 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-1 FlolrzA923jMNu5lgYJw_A2iK22jSfD?gSOyyU5RV 1-4-0 30-8-12 Or7.0 9-0-10 .'17-6-0 21-1%0 26.6.0 28-6-0 30-4-8 34.4.11 35-10=4 0'-7-b 7.8.10 ' 8.5-6 4-4-0 4-8-0 2-0 3-7-12 -5-12 0.9.0 0-4-4 Scale = 1:77.5 6.0011 5xE cc 3x6 — 4x4 = :5x6 = 5x6 Q 5x8 5x12 = : 9 : 10 5x6 = 20 19 17 15 14 3x6 = 3x6 = 5x6 = 2x4.11 .: 4x8 =: " 4x6 5xB = 6xB = 6x8 = r It2 o 6 7 0 9-0-10 0.70 17-6-0 21=10-0 26-6-0 20-4-B 34-4-B 5-10- 0-7-0 8-5-10 8-5.6 4-4-0 4-8-0 8-.10-8 4.0-0 5-1 Plate Offsets (X,Y)-- f2:0-3-0,0-2-01, r6:0-3-0,0-2-01, [7:0-6-12,Edge1, [9:0-3-O,Edgel, r12:0-3-0,0-2-0l, [14:0-4-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in. (loc) I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.24 15-17 >999 360 MT20 244/190 TCDL 15.0 LumbecDOL 1.25 BC . 0.94 Vert(CT) -0.44 15-17 >933 240 .: BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) -0.08 14 n/a nla BCDL 10.0 Code FBC2020[TP]2014 Matrix-SH Weight: 289 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except TOP CHORD 2-4,4-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except BOT CHORD 14-16: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 *Except* 13-14,1-20,3-20: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 23=1546/0-6-0, 14=1546/0-6-4 Max Hori 23=1:17(LC 12) Max Uplift 23=-576(LC 12), 14=-604(LC 12) Max Grav 23=1784.(LC 17), 14=1815(LC 17) FORCES. '(lb) -Max. Comp./Max. Ten. - All.forces 250 (lb) or less except when shown. TOP CHORD 8-4=-2697/976, 4-26=-2698/977, 5-26=-2698/976, 5-6 3149/1225, 6-7=-1520/646, 7-8=-1457/647, 8-10=-1470/620, 10-11=-1556/676, 20-23=-602/1659,.13-14=-380/252 BOT CHORD 20-28=-887/2119, 19-28=-887/2119, 19-29=-887/2119, 18-29=-8B7/2119, 17-18=-887/2119, 16-17=-830/1891, 16-30=-830/1891, 30-31=-830/1891, 15-31=-830/1891, 15-32=-409/867, 32-33=-408/871, 14-33=-408/874 WEBS 3-19=0/453, 3-17=-320/799, 5-17— 1782/870, 20-21= 2535/999, 3-21=-2471/944, 12-22=-110/259, 7-15=-314/243,'11-15=-507/1445, 11-22=-1721/819, 14-22=-1561/725, 6-15=677/373, 6-17= 694/1893 Structural wood sheathing directly applied or 3-1-10.cc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 cc bracing. 1 Row at midpt 5-17, 11-14, 6-15, 6-17 2 Rows at 1/3 pts 3-20 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7=16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft;.Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-0 to 1-4-0, Exterior(2R) 1-4-0 to 7-4-0, Interior(1) 7-4-0 to 21-10-0, Extedor(2E) 21-10-0 to 26-6-0, Interior(1) 26-6-0 to 28-6-0, Extedor(2E) 28-6-O.to 30-4-1, Interior(1) 30-4-1 to 34-4-8, Exterior(2E) 34-4-8 to 35-1-4 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 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, with BCDL = 10:Opsf. 7) Bearing at joint(s) 23, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) .Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 576 lb uplift at joint 23 and 604 lb uplift at joint 14. 9) Graphical purlin. representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE 146.611182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361.0 Date: October 11,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is 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 IYI� IBk° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPIf Quality Criteria, DSB-89 and BCSI Building Component : 6904 Parke East Blvd. . Safetylnformation available from Truss Plate, lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 o russ truss type ty y GHOHomes- Tacoma - Traditional � . � � T2560B252 2931979-GHQ-1007MW A5 Roof Special 1 1 Job Reference (optional): Builders FirstSource, Plant City, Florida 8.430 s Aug 16 2021 MiTek Industries, Inc: Mon Oct 11 15:50:54 2021 Page 2 ID:OyAjBm2?TRQgYMVts_wlsyzNVH= 1 Flo1YjzA923jMNu5lgYJw_A2iK22jSfD?gSOyyUSRV 10) This manufactured product is designed as an individual building component. The suitability and use of this component for,any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard.. Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is 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 . p A iTek° Is always, required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of. trusses and truss systems, see ANS11TPIr Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional . T25608253 2931979-GHO-1007MW . A6 Roof Special 1 1 Job Reference (optional) ouuuers rustauurce triant Uly,rLl, rtant Uly, rL - 5,1001, 0.43U-S Aug 16 zuzl mi I eK Inousines, Inca Mon Vct 11 U8:U6:48 2Uz1 Nage 1 ID:OyAjBm2?TRQgYMVts_wlsyiNVH_-ZICo2OAo6tdvDc43cC_sKBndr CF9yVsspMTIIyUYML• Or7-p 8.0.10 15-6-0 19-10-0 24.6.0 27-8-0 33-4-0 37.0.0 0-7- 7-5-10 7-5.6 4-4-0 4-8-0 3-2-0 5.8-0 3-8.0 Scale =1:68:9 . 3x4 = 5k8 = 5x6 = 5x6 = r nn R-9— Sxs _ 6 227 5x6 = 3x8' = 4x6 = 5xB 3x4 = ... 24-S-0 27-R-6 .. 33.4 6x8'= � ln, 1'- LOADING (psf) L,.uv-ic,�u4c1, l-�.uv-urv-c-ulr Lu.uv-uru-c-ulr SPACING- 2-0-0, tr.uv-uru-c-ulr L CSI. +.v_ _ _ _ol DEFL. in .(loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.92 Vert(LL) -0.30 9-16 >909 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.50 9-10 >870 : 240 ' BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.17 9 n/a n/,a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 255 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at micipt 3-12, 5-10, 7-9, 1-15, 7-10 9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-16: 2x4 SP No.1 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 9=0-7-1, 18=0-6-0 Max Horz 18=-126(LC 10) Max Uplift 9=-638(LC 12), 18=-602(LC 12) Max Gram 9=1889(LC 17), 18=1779(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2412/934, 2-3=-3445/1402; 3-4=-2794/11.97, 4-5=-2485/1152, 5-6=-1764/864, 6-7=-1569/838 BOT CHORD 15-16=-179/274,14-15=-1107/2507, 12-14=-1591/3554, 10-12=-1062/2268, 9-.10=-353/698 WEBS 2-15=-1205/710, 2-14=-565/1236, 3-14=-486/364, 3-12=-1515/643, 4-12=-267/913, 5-10— 1586/802, 6-10=-93/476, 7-9=-1783/927, 1-15=-1112/2673, 5-12— 176/499, 7-10=-6,72/1652, 1-18=-1838/769 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-1 6; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60tt; eave=7ft;.Cat. . II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-0 to 6-9-0, Interior(1) 6-9-0 to 19-10-0, Exterior(2E) 19-10-0 to 24-6-0, Intedor(1) 24-6-0 to 27-8-0, Extedor(2E) 27-8-0 to 36-10-4 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 / 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 = i O.Opsf.' 7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at.joint(s) except (jt=lb) 9=638, 18=602. 9) This manufactured product is designed as an individual building component. The suitability and use of this component forany particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only; upon parameters shown, and is for an Individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members�only. Additional temporary and permanent bracing R A 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 ANSLITP11 Quality Criteria, DSB789 and BCSI Building Component : 6904 Parke East Blvd. Satetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ally Ply GHO Homes -Tacoma - Traditional T25608254 2931.979-GHO-1007MW A7 Roof Special 1 1 Job Reference (optional) ouuuers ruslouurce indnl Lny,rLI, rldrn Idly, rL-.JJ001, u.4JU.s Aug io euei mi I eK Inausmes, Inc. Mon Uci i i Ub:Ub:4U ZU27 rage i ID:0yAjBm2?TROgYMVts_wlsyzNVH_-1 UmAFkAOtBlmgmfFAwV5sO.KoROYOuOq?5S6OZkyUYMK OL10t0 6-0-0 11-2-0 13-2-0115-10.0 21-2-0 23-4-0 28-0-0 32-8.0 40-4-0 0-10-0 5-2-0 5-2.0 2-0-0 2-8.0 5-4-0 2-2-0 4-8-0 4 Scale=1:78.4 5x6 = 5x8 = 6.00 rl2 4 48 324 5x12 — 23 4x4 I I 12 21 20 ST1.5x8 STP = 4xl2 3x4 11 6 5x6 = 5x6 = 7 3x4 = 5x6 = JxZ4x4 II 15 3x4 = 19 18 3x4 2x4 II Tl 25 26 /A\ 9T 14 13 30 8x10 = 4x6 = 12 412 =. 28 5x6 29 10 m 0 l7 0 i7 IT 11 0 ST1.5x8 STP= 4x6 11 Or10i0 6-0-0 11-2-0 13-2-0. 15-10=0 23-4-0 32-8.0 40-4-0 0-r0 0 5-2-0 — 5-2-0 2-0-0 2-8-0 7-6-0 9-4-0 7-8-0 —� Plate Offsets (X,Y)-- [1:0-0-4,Edge], [4:0-6-0,0-2-8], 19:0-4-0,0-2-8], 11 0:Edge,0-1 - 12], [11:Edge,0-3-8], [14:0-478,0-2-12], [16:0-2-010-0-8], [17:0-6-0,0-4-12], [18:Edge,0-1-8], [22:0-10-4,Edge] LOADING (pso SPACING- . . 2-0-0 CSI. , [)EFL. in (Ioc) I/defl Ud. PLATES . . GRIP TCLL 20.0 Plate Grip DOL.' 1.25 TC 0.93 Vert(LL) -0.32 12-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.60 12-14 >796 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.16 11• n/a n/a' BCDL 10.0 Code FBC20201rP12014 : Matrix-SH Weight: 280 lb FT = 20%' LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD . Structural wood sheathing directly applied or 2-5-11 oc purlins, 9-10: 2x4 SP M 31 - except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-6-6 oc bracing. 2-21: 2x8 SP 240OF 2.OE, 16-18: 2x4 SP No.3 WEBS 1 Row at midpt 5-14, 6-14, 7-14, 8-12, 10-12 13-17,11-13: 2x4 SP No.1 JOINTS 1 Brace at Jt(s): 17 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 11=0-8-0 Max Horz 1= 297(LC 10) Max Uplift 1=-677(LC 12), 11=-693(LC 12) " Max Grav 1=2111(LC 17), 11=2013(LC 18) FORCES.: (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 3192/1413, 2-3=-1589/692, 3-4=-3843/1861, 4-5=-3944/2005, 5-6=-2708/1437, 6-7=-3427/1864, 7-8=-3076/1657, 8-9= 1962/1137, 9-10=-2254/1151, 10-11=-1903/1022 BOT CHORD 1-22— 1366/2686, 2-22=-462/1089, 20-21=-385/811, 16-17=-1587/3377, 15-16=-1664/3540, 14-15=-1919/4075, 12-14=-1253/2651 WEBS .3-20=-12451772, 4-17=-2931791, 4-15=-364/867, 5-15=-506/368, 5-14=-1938/1010, 6-14=-1218/2453, 7-14= 1614/916, 8-14= 270/827, 8-12=-1207/640, 9-12— 132/656, 10-12=-875/2008, 20-22=-892/1782, 3-22— 1131/511, 17-20=-1248/2526, 3-17=-441/1064 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf;,h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-Oto 6-4-0, Interior(1)'6-4-0 to 11-2-0, Exterior(2E) 11-2-0 to 15-10-0, Interior(1) 15-10-01to 21-2-0, Exterior(2E).21-2-0 to 23-4-0, Interior(1) 23-4-0 to 32-8-0, Extedor(2R) 32-8-0 to 38-8-0, Intedor(1) 38-8-0 to 40-2-4 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 "_.1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 1=677,11=693. 8) This manufactured product is designed as an individua[ building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6624 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based. only upon parameters shown, and is for'en 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 ANSLITPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 . Job Truss Truss Type • Qt9 Ply GHO Homes - Tacoma - Traditional T25608255 2931979-GHO-1007MW A7G, Roof Special Girder 1 i Job Reference (optional) —y, F"1, nai a vuy, ra - uoovr, bAOU s Hug ID 4Uz l IVII I eK inuusines, Inc. Ivion um i i umub:bl zuzl rage 1 I D:OyAj Bm2?TRQgYMVts_wlsyzNVF_-_tuxgQChPo?U43peHLXZxpPBRCCzMJXIYmb7edyUYMI :26.0-0 0 7 0 7.0.10 13-6-0 17-10-0 22-6-0 25-10.0 30-6-4 35.4.0 39-11-4 45.0-0 0-7-0 6-5-10 6-5-6 ,4-4-0 4-8-0 3-4,-0 0,- -0 4.6-4 4-9-12 ,4-7-4 5-0-12 Scale=1:88.6 5x6 = 3x4 = 5x6.= 6.00 12 5x6 = 6 5x6 = 30 7 31 8 19 32 33 18 17 16 15 34 35 14 13 36 37 12 38 39 11 &B _ 5x8 — 4x6 = 8x10 = 4x8 = 5x.8 _ 4x8 = ST1.5x8 STP = — — 7x8 = 2x4 II 017i0 7-0-10. 13-6-0 .1Z-10-0 26.0.0 35-4.0 45.0-0 0-7-0 6-5-10 —r 6-5-6 4-4-0 8-2-0 9-4-0 9-8-0 Plate Offsets (X,Y)-- [1:0-3-4,Edge], [4:0-3-0,0-2-0], [8:0-3-0,0-2-0]; [11:0-4-0,0-4-41, [15:0-4-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC. 0.77 Vert(LL) . 0.41 15-16 >999 360. MT20 244/190 TCDL: . 15.0 - Lumber DOL 1.25 B.0 0:96 Vert(CT) -0.68 14-15 >789 240 BCLL 0.0 Rep Stress. Incr NO WB 0.96 Horz(CT)' 0.13 11 n/a . n/a BCDL 10.0 Code FBC202OfTP12014 . Matrix-SH Weight: 326 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD 1-3:2x4SPM31 BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 `Except` WEBS 10-11: 2x6 SP No.2, 1-19: 2x4 SP M 31 JOINTS OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 11=0-8-0, 24=0-6-0 Max Horz 24=190(LC 7) Max Uplift 11=796(1_(38), 24=-1206(LC 8) ' Max Grav 11=2838(LC 37), 24=2480(LC 36) FORCES. (lb) -Max. Comp./Max. Ten., -All. forces 250 (lb) or less except when shown. TOP CHORD 19-23=-1047/2220, 1-23=-1047/2220, 1-2=-488/263, 2-3=-5771/2195, 3-4=-4782/17951- 4-5=-4248/1656, 5-6=-3807/1469, 6-7=-3391/1355, 7-8==2397/978, 8-9=-2709/1036' BOT CHORD 17-19=-1576/3869, 16-17=-1576/3869, 15-16=-2159/5951, 14-15=-1530/4467, 12-14=-985/3025, 11-12=-674/1914 WEBS 17-21 =-1 45/266, 2-21=:1451266, 2-20=-978/2590, 16-20=-979/2603, 3-16=-1150/543, 3-15— 2113/887, 4-15=-592/1786, 5-15=-369/228, 5-14=-1989/860, 8-12=-271/913, 6-14— 483/1425, 7-14=-207/812, 7-12— 1239/498, 9-12=-100/740, 9-11=-2654/961, 19-22= 3958/1589, 2-22=-3976/1596, 1-24=-2665/1329 Structural wood sheathing directly applied or 2-2-6 oc pudins, except end verticals. Rigid ceiling directly applied or 4-11-15 oc bracing. 1 Row at micipt 3-15, 5-14, 7-12, 9-11, 19-22 1 Brace at Jt(s): 20, 22 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5:Opsf; BCDL=5.Opsf; h=.16ft; B=75ft; 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. 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) Bearing at joint(s) 24'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 at=lb) 11=796, 24=1206. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 74 lb down and 37 lb up at 0-3-13, 136 lb down and 95 lb up at 2-3-13, 136,lb down and 95 lb up at 4-3-13, and 182 lb down and 80 lb up at 6-3-13, and 182 lb down and 80 lb up at 8-3-.13 on top chord, and 71 lb down and 216 lb up at 2-3-13, and 71 lb down and 216 lb up at 4-3-13 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). Joaquin Velez PE Nc.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; October 11,2021 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 MITPrK• ' is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANSVrP11 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 GHO Homes -Tacoma - Traditional T25608255 2931979-GHO-1007MW A7G Roof Special Girder 1 1 Job Reference (optional) ouuucm Fuswwrce tnnrn ling, FL), aunt i.ny, r-L-- JJDor, 0.4JU.S Aug 10 ZUZI MI I eK Inauslnes, Inc.- mon Lxi 11 Utf:ub:bl zuzl Yage z ID:OyAj Bm2?TRQgYMVts_wlsyzNVH_-_tuxgQChPo?U43peHLXZxpPBRCCzMJXIYmb7edyUYMI 11) This manufactured product is designed as an individual building component. The suitability and Use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 5-6=70, 6-8= 70, 8-10=-70, 11-19= 20 Concentrated Loads (lb) Vert: 1=20(F) 25=40(F) 26=40(F) 27=34(F) 28=34(F) 32=-2(F) 33=-2(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ' . a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall. building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see . 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 GHO Homes - Tacoma - Traditional ' T25608256 2931979-GHO-1007MW . A8 Roof Special 1 1 Job Reference (optional) wulluula , ,wwuu— trmrn vuy, 11l, Warn arty, rL - a000r, a.vaU s A1.19 I D ZUZ I IVII I eK inuusines, Inc. IVlun VCI l 1 UD:Ub= ZUZI rage i I D:OyAj Bm27TRQgYM Vts_wlsyzNVH_-wF7 h56 E)o(Q FCJNiO P ma10EUX67vkg EG bO44Ei VyUYM G . 0-10-D .. . - •2-0-0 7-0-0 9-2-0 13-2-0 1 -1 -0 17-6-1 8-9- 21-2-0 25.4-0 W-0-0 34-8-0 40 4-0 2-0-00-10-0 6-2-0 2-2-0 4-0-0 •8- 3-8-1 1-3-0 2-4-15 4-2-0 4.8.0 .4-8-0 5-B•0 Scale=1:78.9 '5x8 II 4x4 11 9 1 8 5x6 = — 5)(6 = m 1 0 5x12 = 23 - -- 4X6 = 24 22 21 3x6 = BAD = 3x4 II 3x4 11 4x6 13 m c7 0 o I^ Im 15 14 5x8 = ST1.5x8 STP = 3x6 [I 0110i0 7-0-0. 13-2-0 15-2-0 , 17-6-1 18.9-1 25-4-0 34-8-0 . 40-4.0 0-10-0 6-2-0 6-2-0 2-0-0 2.4-1 3- 6.6-15 9-4-0 5-8.0 Plate Offsets (X,Y)-- [5:0-6-0,0-2-8], [12:0-3-0,0-2-0], [19:0-5-8,0-4-12]; [20:0-5-4,0-5-12], [25:0-9-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. as DEFL. in (loc) I/defl Ud PLATES GRIP TOLL . 20.0 Plate Grip DOL 1.25 TC. . 0.76 Vert(LL) 0.46 19-20 >999 . 360 MT20244/190 TCDL 15.0 Lumber DOL 1.25 BC 0:94 Vert(CT) -0.82 19-20 >586 240 BCLL 0.0 ',: Rep Stress Incr YES WB 0.95 Horz(CT) 0.29 14 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 'Matrix-SH Weight: 318lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-11:oc puriins, BOT CHORD 2x6 SP M 26'Except- except end verticals. 2-25,21-24: 2x4 SP No.2, 16-18,14-16: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3'Except' 9-1-6 oc bracing: 22-23 20-22,5-20: 2x4 SP No.2 5-5-5 oc bracing: 15-17. OTHERS 2x4 SP No.3 *Except* 5-5-0 oc bracing: 19-20 27-32: 2x4 SP No.2 10-0-0 oc bracing: 23-25 WEBS 1 Row at midpt 20-22, 7-19, 9-19, 10-17, 11-15, 5-22 REACTIONS. (size) . 2=0-8=0, 14=0-8-0 Max Horz 2= 311(LC 10) Max Uplift 2= 857(LC 12), 14=-686(LC 12) Max Grav 2=2274(LC 17), 14=1984(LC 18) FORCES., (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3279/1422, 3-4=-2021/976, 4-5=-2676/1379, 5-6=-6611/3229, 6-7=-6837/3311, 7-8— 4449/2219, 8-9=-4292/2291, 9-10=-3847/2061, 10-11=-3393/1769, 11-12=-1795/1021, 12-13=-2038/1043, 13-14=-1921/1008 BOT CHORD 2-25=-1399/2797, 22-23=-415/841, 19-20=-3433/7206, 8-1.9=-226/300, 17-18=-209/413, 15-17=-1332/2734, 3-25=-238/834 WEBS 4-22=-342/391, 20-22=-1556/3212, 5-20=-2121/4527, 7-19=-3510/1744, 17-19=-1155/2662, 9-19=-1362/2727,:9-17=-527/1126, 10-17=-1915/1102, 12-15=-140/621, 13-15=-881/1943, 22-25=-832/1702, 4-25=-719/311, 7-20=-701/460, 11-17=-389/1095, 11-15=-1496/792, 5-22=-1597f717 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0:18; MWFRS (directional) and C=C Exterior(2E) -2-1-7 to 3=10-9, Interior(1) 3-10-9 to 9-2-0, Exterior(2E) 9-2-0 to 13-10-0, Interior(1) 13-10-0 to 21-2-0, Exterior(2E) 21-2-0 to 25, 4-0, Interior(1) 25.4-0 to 34-8-0, Exterior(2E) 34-8-0 to 40-2-4 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) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Joaquin Velez PE No.68182 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 MiTek USA, Inc. FL Celt 6634 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. .6904 Parke East Blvd. Tampa FL 33610 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) Date: 2=857, 14=686. October 11,2021 Continued on page 2 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is, based only upon parameters shown; anil.is foran individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/1TP/1 Quality Criteria, DSB-89 and BCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate, Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma- Traditional " T25606256 2931979-GHO-1007MW A8 Roof Special 1 1 Job Reference (optional) ouuucra nrbwuurue inaHr uny, rL/, MUHL uuy, rL - 0000/, b.40u.s Aug 1 b zuzl mi I eK mausifles, Inc.- Mon uct l l ud:ub:b:1 GULL rage z ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-wF?h56ExxQFCJNzOPma10EUX6?vkgEGbO44EiVj UYMG 9) This manufact&ed product is designed as an individual building. component. The suitability and use Of. this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for'an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and piopeily 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 injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?pll Quality Criteria, DSB-89 and BCSI Building Component . . . 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Jab Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608257 2931979-GHO-1007MW A9 Roof Special 1 1 Job Reference (optional) ounuers rnbtouwue tr,dnt %.ny, rLb non[ t..ny, rL - JJ001, 0.43U S Aug 76 ZUZI mi I eK mauSVles, Inc. Mon Uct 11 U8:U6:55 ZUZ1 F'age 1 I D:OyAj Bm29TRQgYMVts_wisyzN VH_-se7SW nFBS1 VwYh7P W AcV6fagppcKl8OuTOZKnOyUYM E 0-10-0 .. -2-0-0 7-2-0 11- 1) 13.6.0 16-6-14 21-2-0 27.4-0 32-0-0 36.8-0 40-0-0 2-0.00.1010 6-0.0 4-5-0 1-8 4-8-0 3.8.0 Scale=.1:82:1 5x6 = 7. 6.00 12 4x4 11 2x4 11 29 2x4 I I 3 m . 2x4 o. 1 s 23 24 3x6 = 5x12 =3x4 II 412 6 6x8 = 5x6 31 4 5x6 = - 48 = 5x6 = 8 9 32 20. 18 17 16 15 14 tb = 2x4 11 3x8 = 4x6 = 3x4 = 2x4 11 22 21 4x8 = 2x4 11 m m Im 13 12 5x8 ST1.5x8 STP= 3x6 II Ot10T0 7-2.0 11-1%0 13.6-0:'16=6.14. , 21-2-0 27-4.0 32-0.0 .. 36-8.0 40-4-0 0-10.0 6-4-0 4-8-0 1-8-0 3-0-14 4-7-2 6-2-0 4-8-0 4-8-0 3-8-0 Plate Offsets (X,Y)-- [2:0-2-12,0-1-81, [4:0-6-4,0-2-0], [5:0-3-0,Edge], [6:0-5-13;0-1-121, [10:0-3-0,0-2-01, [19i0-2-12,0-3-01, [22:0-1=12,0-1-81, [25:0-10-4,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC. 0.93 Vert(LL) 0.50 20 >956 . . 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.82 20 >582 . 240 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.21 12 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 283 lb FT = 20 % . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 7-8: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 3-23: 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 *Except* 4-19: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz' 2=-311{LC 10) Max Uplift 2=-847(LC 12), 12=-681(LC 12) Max Grav 2=2003(LC 1), 12=1798(LC 1) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2568/1244, 3-4 1880/1077, 4-5=499.4/2538, 5-6=-5510/2847; 6-7=-2728/1524, 7-8=-2747/1524, 8-9=-3451/1875, 9-10==1332/811, 10-11 =-1 528/840, 11-12=-1763/978 BOT CHORD 2-25=-1301/2202, 22-23=-387/652, 18-19=-1708/3297, 17-18=-1708/3297, 15-17=1769/3474, 14-15=-1358/2604, 13-14=-135B/2604, 5-19— 2730/1449, 3-25=0/515 WEBS 4-22=-1109/698, 7-17— 1052/1894, 8-17— 1367/773; 8-15= 746/461, 9-15=-563/1202, 9-13=-1806/947, 10-13=-112/401, 11-13=-845/1632i 22-25=-770/1508, 4-25=-567/261, 19-22— 1154/2167, 4-19=-1715/3468, 6-1 9=-1 243/2438, 6-17=-1480/859 Structural wood sheathing directly applied, except end.verticals. Rigid ceiling directly applied or 4-5-7 oc bracing. Except: 10-0-0 oc bracing: 19-21, 23-25 1 Row at micipt 7-17, 8-17, 9-13, 6-19, 6-17 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (37second gust) Vasd=124mph; TCDL=B.Opsf; BCDL=5.Opsf; h=.16ft; B=75ft; L=60ft; eave=7fi; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 7-2-0, Exterior(2E) 7-2-0 to 11-10-0, Interior(l),11-10-0 to 21-2-0, Exterior(2E) 21-2-0 to 27-4-0, Interior(1) 27-4-0 to 36-8-0, Exterior(2E) 36-8-0 to 40-2-4 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 engineerresponsible 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=847, 12=681. 8) This manufactured product is designed as an individual building component. The.suitability and use of this component for any particular building is the responsibility of the building:designer per ANSI TPI 1 as referenced by the building code.. Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610. Date., October 11,2021 ® 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. prope'dy Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is 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 Informationavailable from Truss Plate. Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. - Tampa, FL 36610 a r rt Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608258 2931979-GHO.1007MW A10 Roof Special 1 1 Job Reference (optional) ouauars n1st0trurt:e trivia uny,. rt_l, ruin uny, rL - 30001, b.4JU-S Aug l b 2U27 mi I eK mauSmes, Inc. Mon Uct 11 UB:U8:32 ZU21 Page 1 ID:OyAjBm27TRQgYMVts_wlsyzNVFL 1DEjhwzmtzcAl8s—grh6gp7vHYIGPkIVBJUdTDyUYMb 0-100 .. . -2-0-0 5-2-0 9.10-0 13-6-0 20-4-0 22-0-0 25-6-0 29-4-0 34-0-0 38-8-0 40-4-0 20.10-0 4.8.0 3-8-0 6-10.0 1-8-0 3-8-0 3•B-0 4-8-0 4-8-0 1-8-0. Scale =1:813 5x8 i 5x8 = 7 8 3x8 3x4 11 9; 5x6 33 34 5x8 = 5x6 = 5x8 = 6x8 = 6 10 4x6 — 6.00 12 13 2x4 11 4 35 3 1 2x4 I I 31 m 2x4 I I 32 6 2x4 11 2 3 0 m o 30 - 37 19 18 17 16 15 14 IT — 3x4 = 5x6 WB= 5x8 = ST1.5x8 STP= 25 24 23 22 21 3x4 = 3x6 II 3x6 — 3x8 = . _ 4x12 = 2x4 11 5x8 3x4 II 5x8 = Ot10r09-10.0 13.6-0 20-4-0 22-0.0,: 29-4-0 3B-8-0 p0-4-0;' 0-10-0 4.4-0 4-8-0 3-8-0 6-10-0 7-4-0 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [7:0-5-4,0-2-8], [8:0-6-0,0-2-8]; [12:0-3-0,0-2-0], [20:0-2-0,0-3-0], [22:0-3-4,0-1-8], [23:0-3-8,0-1-8], [26:0-6-4,Edge] LOADING (psf) SPACING- 2-0-0'. . CSI. DEFL. in .(loc) I/defl Ud a PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC. . 0.89 Vert(LL) 0.41 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.82 19-20 >584 . .240 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) 0.18 14 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 286 Ib FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-11-11 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 24-26 6-21: 2x4 SP No.3, 17-20,14-17: 2x4 SP No.1 WEBS 1 Row at micipt 5-22, 7-20, 11-15, 9-18 WEBS 2x4 SP No.3 *Except* 20-22,7-20: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-8-0 Max Hori 2=-294(LC 10) Max Uplift 2=-85B(LC 12), 14=-686(LC 12) Max Grav 2=2268(LC 17), 14=1958(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2857/1171, 3-4=-2472/1167, 4-5=-3611/1576, 5-6=-5438/2452, 6-7=-5633/2737, 7-8=-2849/15113; 8-9=-3142/1598, 9-10=-5035/2418, 10-11=-4394/2064, 11-12=-955/475, 12-13=-1060/492, 13-14=-2049/930 BOT CHORD 2-26=-1213/2452, 23-24=-148/325, 22-23— 1067/2305, 6-20=-546/501, 19-20=-1263/2917, 18-19=-1214/2823, 16-16=-1578/3428, 15-16=-1431%2884, 3-26=-42/521 WEBS 4-23=-542/369, 4-22=-826/1951, 5-22=-3248/1516, 20-22=-1914/4351, 5-20=-610/1260, 7-20=-1497/3056, 8-19= 209/471, 8-18=-524/1065, 10-16=-2455/1232, 11-16=-758/1935, 11-15=-2467/1284, 12-15=-38/289, 13-15= 804/1804, 23-26=-986/2115; 9-18= 1275l707, 9-16=-836/1941 NOTES- (8) . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 5-2-0,-Extedor(2E) 5-2-0 to 9-10-0,.Interior(1) 9-10-0 to 20-4-0, Exterior(2E)'20-4-0 to 22-0-0, Extedor(2R) 22-0-0 to 28-0-0, Interior(1) 28-0-0 to 38-8-0, Exterior(2E) 38-8-0 to 40-2-4 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/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Joaquin Velez PE No.68182 will fit between the bottom chord and any other members, with BCDL = IO.Opsf. MiTek USA, Inc. FL Cett 6634 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joiht(s) except Qt=lb) 6904 Parke East Blvd. Tampa FL 33610 2=858, 14=686. Date: 8) This manufactured product is designed as an individual building, component. The suitability and use of this component for any October 11,2021 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ® 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 verifyth6 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 injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see , ANSM11 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 d: Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608259 2931979-GHO-1007MW All . Roof Special 1 Job Reference (optional) ouuuam ruswuwcn tndrn ury, rL/, rldrn vny, rL - 0000r, 0.4JU 5 Aug 10 ZUZI MI I eK mousmes, Inc. mon VCt i i Ut1:UG:04 ZUZI rage T ID:OyAjBm2?TRQgYMVts_wlsyzNVH=_bMV6c?OPasuXSONnGkaIECHRLU_tiboedzjX6yUYMZ Q-9-Q2-1-0.1 5-11=6 11-0-0 11,3-0 21-5-0 25-1-0 28-6-.12 32-11-4 -9- 1-0-0' 3-10-fi 5-0-103-2-0 3-5-12 4-0-8 4xE 6xemo 12 4x4 5x6 4x12 = 7 4x4 = 2x4 11 15 13 3x4 11 3x4 = 5x8 = 44 = 8 25 12 3x8 = 11 4x4 6x8 = 6x8 = Scale=1:70.3 o _4 j N 0-9-01-0-0 ' 3-10-5 5-0-10 7-3-0 - 6_1U-U f-1 U-4 ' Plate Offsets (X Y)-- [7:0-3-0 0-2-0] [10:0-6-12 Edge] [11:0-4-0 0-1-8]; [16:0-2-12,0-2-12] s. LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in .(loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. . 0.72 Vert(LL) . . -0.12 12-13 >999 360. MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.25 13-15 >999 240 BCLL 0.0 Rep Stress Incr YES W B 0:69 Horz(CT) '0.05 21 n/a . 'n/a BCDL 10.0 Code FBC2020(rP12014 Matrix-SH Weight: 293 1b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-.10 oc pudins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. . 4-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. WEBS 2x4 SP No.3 *Except` WEBS 1 Row at micipt 6-13, 7-13, 7-12, 3-19, 9-11 1-18,10-11: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 19 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 20=0-7-0, 21=0-6-4 Max Horz 20=131(LC 11) Max Uplift 20==657(LC 12), 21=-523(LC'12) Max Grav 20=1570(LC 17), 21=1586(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1801/888, 4-6=-1803/892, 6-7=-1979/l021, 7-8=71087/665, 8-9= 1244/688, 18-20=-605/1400, 10-11=-561/1358 BOT CHORD 17-18=-419/1179,, 16-17=-419/1179, 4-16=-482/322, 12-13=-540/1287, 11-12=-363/780 WEBS 13-16=-718/1663, 6-13=-1285/738, 7-13=-561/1326, 7-12=-682/327, 8-12=-98/311, 18-19=-1714/808, 3-19= 1710/795, 9-12= 137/673, 9-11=-1375/651, 3-16=-492/1063,.. . 10-21=-1594/727 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS:(directional) and C-C Exterior(2E)'0-9-0 to 2-1-0, Exterior(2R) 2-1-0 to 8-1-0, Interior(1) 84-0 to 21-5-0,.Exterior(2E) 21-5-0 to 25-1 -0,. Extedor(2R) 25-1-0 to 31-1-0,:Interior(1) 31-1-0 to 32-2-4 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 waterponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 20, 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 20=557, 21=523. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1:1,2021 © 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 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 Ea at 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 GHO Homes -Tacoma - Traditional T25608260 2931979-GHO-1007MW . , Al2 Roof Special 1 1 Job Reference (optional) Duuuers rusLoource rrtanL ugly,rt-/, rrant UIry, rL - moor, e.43U s Aug its 2Un mI I eK Industries, Inca Mon va 11 u6:u6:35 2o21 Nage 1 I D:OyAj Bm2?TRQgYMVts_wlsyzNVH_-SowuJyOeAu_I9cbZL_FpI RIQclgvc4VxtHjH4YyUYMY 0.9-0 .. .. . . . . .. . 0-{-0 5-11-6 11-0-0 16-3-0 19-5-0 - 27-1-0 32-11-4 0-1'-0 5-2-6 5.0-10 5-3.0 3-2-0. 7-8-0 - 5-10-4 0.8-0 . . 8.00 12 4 = Scale=1:60.7 5x8 = . 6x8 = 2x4 Il 6 21 22 7 I 8x1= 2 = 3x4 3x4 4x12 = 6x8 = 6x8 1 2 4 5 4xB 14.. 13 11 10 9 3x4 2x4 11 3x8 = = 3x8 = 2x4 11 3z6 // 9- 5-11-6 11-0-0 16-3-0 19.5.0 .: 27-1-0 32-11-4-: -9- 5-2-6 50 5-3-0 3-2-0 7-8-0 5-10-4 Plate Offsets (X,Y)-- [1:0-10-4,Edgel, [6:0-3-8,0=2-01,[7:0-5-8,0-2-41,[9:0-1-12,0-3-01, [13:0-3-8,0-1-81, [15:0-2-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in .(loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) . -0.13 10-11 >990 360. MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.26 10-11 >999 . 240 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Gode I-BG2020/ I NI2014 I Matnx-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except :. . . TOP CHORD 6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-14: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 9=0-6-4, 19=0-7-0 Max Horz 19=92(LC11) Max Uplift 9=-541,(LC 12), 19=-537(LC :12)' Max Grav 9=1653(LC 18), 19=1513(LC 17) FORCES. (lb) -Max. Comp./Max. Ten.:- All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1413/640, 2-4==2130/962, 4-5=-2123/961, 5-6=-1693/855, 6-7=-1505/838 BOT CHORD 15-16=-568/1462, 4-15=-381/251, 11-13=-852/1950, 10-11=-387/883, 9-10=-390/881 WEBS 2-16=-1081/620, 2-15=-498/1045, 13-15=-852/1937, 5-15=-174/353; 5-13=-393/263, 5-11=-929/414, 6-11=-60/405, 7-11=-415%974, 7-10=0/364, 7-9=-16251703, 1-16= 785/1786, 1-19— 1525/6136 Weight: 275lbFT=20% Structural wood sheathing directly applied or 2-1-0. oc purlins, except end verticals. Rigid ceiling directly applied or 6-4-11 oc bracing. 1 Row at midpt 7-9 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS:(directional) and C-C Exterior(2E) 0=9-0 to 6-9-0, Interior(1) 6-9=0 to 19-5-0, Exterior(2R) 19-5-0 to 25-5-0, Interior(1) 25-5-0 to 27-1-0, Exterior(2E) 27-1-0 to 32-14 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'corhponent. 4) -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 jive loads: 6) . This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 9, 19 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by 'others) -of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 9=541, 19=537. Joaquin Velez PE 119.68182 9) This manufactured product is designed.as an individual building component. -The suitability and use of this component for any MiTek USA, Inc. FL Cert 6634 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code: 6904 Parke East Blvd. Tampa FL 33610 Date: October 1.1,2021 ® 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 show6,:and Is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parametersandproperty incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individualtruss web and/or chord members only. Additional temporary and permanent bracing 11IIiTek" is always required for stability and to prevent collapse,with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSI?PII 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 GHO Homes - Tacoma - Traditional ' T25608261 2931979-GHO-1007MW A13 Roof Special 1 Job Reference (optional) t' ,a„, -.1y, , 1r, ­y, �� - 0000r, 0.4JU 5 Hug 10 ZUZ t mr I eK mcusmes, Inc. mon uct i i un:uti:jf zuzi rage 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH= OA1 ekdi viVETOwlyTPHHNsgnSZRO409EKbCN8RyUYMW 7-5-2 11-0.0 14-3-0 17-5-0 23=3-0 29-1-0 32-11-4 0-9-0 6-8-2 3-6-14 3-3.0. 3-2-0 5-10.0 .5-10.0 3-10-4 6.00 12 5x6, = Scale=1:61.3 5x6 6x8 = 4. 5 6 A09 = CI 9 8 m m r 0 20 N 13 12 11 10 9 8 2x4 I I 2x4 I I 5x8 = 5x6 = 4x4 = 3x4 = 6x8 = 6x8 = �9 Q 7-5-2 11-0-0 .14-3-0 17-5-0 23-3-0 29-1-0 32-11-4 6-8-2 3-6-14 3-3.0 3-2-0 5-10-0 5-10-0 3-10-4 Plate Offsets (X,Y)--[1:0-3-12,Edge),'[4:0-2-12;0-1-12], [6:0-3-0,0-2-0]; [7:0-6-12,Edge), [8:0-4-0,0-2-0], [10:0-3-0,0-3-01, [14:0-2-12,0-2-0], [15:0-2-0,0-0-0] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.80 -Vert(LL) -0.22 15 >999 360. MT20 244/190 TCDL , 15.0 Lumber DOL 1.25 BC 0:98 Vert(CT) -0.43 15 >911 240 BCLL 0.0 ' Rep Stress Incr YES WB 0'.89 Horz(CT) 0.10 20 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 _ Matrix-SH Weight: 262 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* except end verticals. 13-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: WEBS 2x4 SP No.3 *Except` 4-2-0 oc bracing: 3-12 7-8,1-17: 2x4 SP No.2 WEBS 1 Row at midpt 5-9, 6-8, 1-16 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 19=0-7-0, 20=0-6-4 Max Horz 19=-69(LC 10) Max Uplift 19=-541(LC 12), 20=-540(LC 12) Max Grav 19=1583(LC 17), 20=1604(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 172=-2219/949, 2-3=-3043/1269, 3-4=-3475/1499, 4-5=-1889/904, 5-6= 791/452, 7-8=-609/1436 BOT CHORD 16-17=102/254; 15-16=-932/2270, 14-15=-855/2122, 10-11=-698/1613, 9-10=-699/1607, 8-9=-340/752, 3-14=-1826/912 WEBS 2-16=-997/597, 2-14=-421/980, 4-11=-868/433, 5-11— 181/482, 5-10=0/331, 5-9=-1348/593, 6-9=-395/1195, 6-8=-1480/652, 1-16=-1005/2399, 11-14=-698/1826, 4-14=-991/2416,1-19=-1607/702,7-20=-1611/753 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Exterior(2E) 0-9-0 to 6-9-0, Interior(1) 6-9-0 to 17-5-0, Extedor(2R).17-5-0 to 23-3-0; Interior(1) 23-3-0 to 29-1-0, Exterior(2E) 29-1-0 to 32-2-4 zone; cantilever left and right ekposed ;C-C_for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 1.0.0 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-O.tall by 2-0-0 wide will fit between the bottom' chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 19, 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Joaquin Velez PE N9.66162 19=541, 20=540. MiTek USA, Inc. FL Cott 6634 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any 6904 Parke East Blvd. Tampa FL 33610 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Date: October 11,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE.: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,'and•is 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, DSBc89 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 - city ' Ply GHO Homes - Tacoma - Traditional T25608262 2931979-GHQ-1007MW . A14 Roof Special 1 i Job Reference (optional) I�6c� a v y, 0.40U s tlug 10 ZUZ I Wit I eK nWU51nBS, nW. ivion uci I 1 utl:Ub:.1tl ZUZI rage 1 ID:OyAjBm27TRQgYMVts_wlsyzNVH= sNbOyz2XTpMK03J806oWw4N71yrcpSAOZFxxgtyUYMV p-9-Q 6-5-2 11-0-0 '12-3-0 15-5-0 21-11-B 28-5-15 9- 5.8-2 4-6-14 1-3-0 3-2.0 6.6-7 6-6.7 Scale=1:50.8 6.00 F12 6x8 = 3x4 = 2x4 11 r_ 4 18 19520 6 0 m (Ni 11 10 9 8: 7 2x4 II 4x4 ...:5x6 = 6x8 = 11-0-0 15-5.0 21-11-8 28-5-15 4-6-14 4-5.0 6-6-7 6-6-7 Plate Offsets (X,Y)-- [1:0-3-12,Edgel, [4:0-5-4,0-1-121, [8:0-3-0,0-3-01, [12:0-2-8,0-2-4], [13:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0, CSI. DEFL. in (loc) I/defj Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC . 0.62 Vert(LL) 0.19 11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.35 11 >957 240 . BCLL 0.0 ' Rep Stress Inbr YES WB 0.91 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 191 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 1-14: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E WEBS REACTIONS. (size) 7=Mechanical, 16=0-7-0 Max Horz 16=86(LC 12) - Max Uplift 7=-486(LC 12), 16=-451(LC 12) Max Grav 7=1445(LC 17), 16=1376(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2165/881, 2-3=-3051%1212, 3-4=-3475/1411, 4-5=-1232/555 BOT CHORD 13-14=-179/259, 12-13=-973/2194, 8-9=-746/1694, 7-8=-555/1231, 3-12=-1795/828 WEBS 2-13=-911/542, 2-12=-391/1025, 4-9=-429/320, 4-8=-638/262, 5-8=-105/727, 5-7— 1695/768, 1-13=-928/2239, 9-12=-735/1718, 4-12=-1013/2495-11-16=-1420/621 Structural wood sheathing directly applied or 2-10-12 oc pudins, except end verticals. Rigid ceiling directly applied or 5-11-9 oc bracing. Except: 10-0-0 oc bracing: 10-12 1 Row at midpt 4-8, 5-7 NOTES- (9) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft;.Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-9-0 to 6-9-0, Interior(1) 6-9-0 to 15-5-0, Extedor(2R) 15-5-0 to 21-5-0, Interior(1) 21-5-0 to 28-4-3 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 jive loads. 5) ' This truss has been_designed for a live load of 20.Opsf on the bottom chord iii all areas -where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify' capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 100 lb uplift at joint(s).except (jt=lb) 7=486, 16=451. . 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 loran 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 . ANSLITP/1 Quality Criteria, DSB-89 and SCSI Building Component . 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type . Qty Ply GHO Homes - Tacoma - Traditional T25608263 2931979-GHO-1007MW A15G Roof Special Girder 1 1 Job Reference (optional) cia uawwwc tr rani �.ny, "I, mar It uuy, —.uouur, o.43U s Aug i u zuzl MI I eK Inauslnes, Inc. Mon Vci i i Utl:Ub:4U ZUZI Hage 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_ oljnMf4n_Qc2FNTW8Xr_?VSNjmUTHMcgOZQ21myUYMT 10-10-8 14-0-8 18-11-10 23.11-11 29-1-7 4-11-0 4-9-0 3-2-0 4-11-2• 5-0-0 5-1-12 Scale=1:51.0 6.00 12 5x6 = 3x4 = 3x4 = dY19 _ 5 29 6 7 8 O C9 V .. .. .. .. 17 16 15 14 13 W 12 31, 11 32.:. 10 33 9 46 = 3x8 = 3x4 — 3x4 = 3x4 = 6x8 = 3-2-8 5-2-8 6-1-B 7-2-8 10-10-8 18-11-10 23-11-11 :: 29-1-7 1-2-8 2.0-0 2-0.0 11• 1-1-0 3-8-0 8-1-2 5-0-0 5-1-12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0], [18:0-4-12,0-2-0], [20:0-4-12,0-4-0] LOADING (psf) SPACING- 2-0-0, CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.48 Vert(LL) -0.20 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0:89 Vert(CT) -0.38 11-13 >920 . :240 BCLL 0.0 Rep Stress Incr NO WB 0:91 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 . Matrix-SH Weight: 242 lb FT = 20% LUMBER - TOP CHORD: 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 `Except` 2-17: 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD BOT CHORD WEBS JOINTS REACTIONS. (size) 19=Mechanical, 9=Mechanical Max Horz 19=86(LC 8) Max Uplift 19— 444(LC 8), 9=-492(LC 8) Max Grav 19=1680(LC 28), 9=1531(LC 28) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19— 1473/398, 1-2=r1904/497, 2-3=-966/180, 3-4=-1846/452, 4-5=-2243/597, 5-6=-1463/450,6-7=-918/293 BOT CHORD' 17-18=-354/1377, 16-17=-398/1390, 1.5-16=-398/1390, 14-15=-398/1390, 13-14=-398/1390, 11-13=-499/1584, 10-11=-450/1462, 9-10=-293/918 - WEBS 1-18=-584/2235, 13-22= 1211/416, 4-22=-1215/416, 5-13=-177/971, 6-11=0/479, 6-10=-956/275, 7-10=-177/978, 7-9=-1596/510, 17-24— 1704/474, 20-24=-1624/458, 3-20=-1256/429, 18-23=-185/733, 20-23=-193l758, 3-21=-342/738, 21-25=-361/859, 13-25=-349/957, 15-20— 38/328 Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals. Rigid ceiling directly applied or 8-2-15 oc bracing. 1 Row at midpt 5-11, 6-10, 7-9, 3-24 1 Brace at Jt(s): 24 NOTES- (11) I) Wind: ASCE 7-16; Vujt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 19=444,9=492. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 54 lb up at: 1-11-4, 206 lb down and 54 lb up at 3-11-4, and 206 lb down and 54 lb up at 5-11-4, and 106 lb down and 37 lb up at 7-11-4 on top .. . 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). 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building' designer per ANSI TPI 1 as referenced by the building code. Continued on page 2 Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11-2021 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 Mi rek® 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 Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see . ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salety.lnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type . Qty Ply GHO Homes - Tacoma - Traditional T25608263 2931979-GHO-1007MW A15G Roof Special Girder 1 1 Job Reference (optional) �.,y, ��/, naul .,ry, rL - 00001, 0.43U 5 Hug 10 ZUie I MI I eK mousine5, inc. Mon Uci i i Utj:uu:4U zuz1 rage z ID:OyAj Bm2?TRQgYMV4s_wlsyzNVH_-oljnMf4n_Qc2FNTW BXr_?VSNjmUTHMcgOZQ21myUYMT LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4— 70, 4-5=-70, 5-8=-70, 18-19=-20, 9-17=-20. Concentrated Loads (lb) Vert: 28=-15(13) Q WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component .. , 6904 Parke East Blvd. Safety Informationavailable from Truss Plate. lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Tacoma - Traditional T25608264 2931979-GHO-1007MW . B01 Roof Special Girder 1 1 Job Reference (optional) ,�u„uo,o , „awuu,uo ir,a„r vny, 111, rrn, n any, rt_ - 0000r, o.4oU.s Aug i o zuzi mi I eK InotlsineS, Inc. mon uci i i Ut1:Uo:bb zuzl rage 1 ID:OyAjBm27TRQgYMVts_wlsyzNVH= Kghgi7GpDLdmAqib4u7ket606DxO1jnl i2luJgyUYMD 2-0-0 3-6.4 6-6-0 8-0.0 10-8-0 13-4.0 14-10-0 17-9.12 21-4.0 23-4-D 2-0.0 3-6.4 2-11-12 1-6-0 2-8-0 2-8.0 1-6-0 2-11-12 3-6-4 4x4 = 6 2x4 6 Scale=1:46.1 2x4 11: :c? o 3x8 = — — 3x8 = 3-6-4 6-6-0 8-0-0.., 10-8-0 13.4-0 : 14-10-0 , 17-9-12 21-4-0 3-6.4 2-11-12 1-6.0 2-8-0 2-8-0 1-6.0 2-11-12 3-6-4 Plate Offsets (X,Y)-- [2:0-4-12,0-1-81,[3:0-5-4,0-2-01,[5:0-4-0,0-2-01,[9:0-4-12,0-1-81,[12:0-4-0,0-3-41 LOADING (pso SPACING- 2-0-0. CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.83 Vert(LL) 0.18 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.27 11-12 >923 . 240 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2020/fP12014. _ Matrix-SH Weight: 119 lb FT= 20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-6-2 oc bracing. BOT CHORD 2x4 SP No.1 'Except' JOINTS 1 Brace at Jt(s): 5 9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0.8-0 Max Horz 2=246(LC 7) Max Uplift 2=.1067(LC 8), 9— 1074(LC 8) Max Grav 2=2246(LC 29), 9=2259(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3856/1620, 3-4=-3861/1788, 4-5=-3317/1608, 5-7=-2928/1351, 7-8=-3434/1531, 4-6=-615/244, 6-7=-610/244, 8-9= 3892/1640 •BOT CHORD 2-13=-1228/3459, 12-13=-1238/3497,11-12=-1523/3930, 9-11=-1246/3372 WEBS 3-13=-236/861, 8-11=-453/1308, 5-6=-231/465, 3-12=-373/701, 5-12=-344/520, 5-11=-647/343 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16;'Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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) Building Designer/ Project engineerresponsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=1067,9=1074. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 169 lb down and.139 lb up at 6-6-0, and 169 lb down and 139 lb up at 14-10-0 on top chord, and 394 lb down and 106 lb up at 6-6-0, 347 lb down and 217 lb up at 7-2-12, 261 lb down and 116 lb up at 9-2-12, 240 lb down and 147 Ib up at 11-2-12, 261 lb down and 116 lb up at 12-1-4, and 347 lb down and 217 lb up at 14-1-4, and 394 lb down and 106 lb up at ,14-1.0-0 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). 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code: Continued on page 2 Joaquin Velez PE No.68182 M[Tek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: nrtnhar 11.9n91 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 theapplicability of design parameters and propedyincorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. .. Tampa, FL36610 Job Truss Truss Type Qty. Ply GHO Homes - Tacoma - Traditional . T25608264 2931979-GHQ-1007MW B01 Roof Special Girder 1 1 Job Reference (optional) uuuucia ru —u— inar a inry,rmur uay, FL - oaaor, m4ou s Hug 1 b zuzi MI I eK mousines, Inc. Mon Uct 11 uts:Ub:bti 2U21 Page 2 ID:OyAjBm27TRQgYMVts_wlsyzNVH-- Kghgj7GpDLdmAqib4u7ket606DXol jn1 i21uJc yUYMD LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumberincrease=1.25, Plate Increase=1.25 Uniform Loads Of) Vert: 1-3=-70, 3-4=-70, 7-8= 70, 4-6=-70, 6-7=-70, 8-10= 70, 2-9= 20 Concentrated Loads (lb) Vert:3=-40(F) 8=-40(F)13=-300(F) 11=-300(F) 22=-316(F) 23=-261 (F) 24=-240(F) 25=-261(F) 26=-316(F) 0 ma ® WARNING - Verity design parameters arid READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and. properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. " Safety Informationavailable from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 . - Tampa, FL 36610 - Job Truss Truss Type Qty Ply GHO Homes -:Tacoma - Traditional T25608265 2931979-OHO-1007MW B02 Hip 1 1 Job Reference (optional) .,�„uo,a , nawuuwe triaur any, rL/, warn �Ry, rL- aoaor, 2-0.0 4-6-4 8-6-0 2-0-0 ' 4-6.4 3-11-1 m K 0 t5.43U S HUg l b ZUZI mi I eK Inousines, Inc. Mon Uct 11 U6:ub:b/ "LULL vage 1 ID:OyAjBm27TRQgYMVts_wlsyzNVH_-o1 F.CxTHS_eldo_GoebezB4fEmdK3mEnB1d2RrHyUYMC 2-10-0 16-9-12 21-4.0 23.4-0 4.4-0 3-11-12 4=6 44 — 48 4 5 Scale=1:41.9 m 0 m v .. .axa— B-6-0 12-10-0 21-4-0 B-6-0 44 -0 B-6-0 Plate Offsets (X,Y)-- [5:0-5-4,0-2-0] " LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.65 Vert(LL) . -0.13 7-9 >999 360 MT20 244/190 TCDL : 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.26 7-9 >944 " :240 - BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC202OfTPI2014: Matrix-SH Weight: 116lbFT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD ' Rigid ceiling directly applied or 7-5-2 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=232(LC 11) Max Uplift 2=-535(LC 12), 7=7535(LC 12) Max Grav 2=1102(LC 1), 7=1102(LC,1) FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1517/858, 3-4=-1236/692, 4-5=-1052/685, 5-6— 1236/693, 6-7=-1517/858 BOT CHORD 2-11=-574/1366, 9-11=-323/1052, 7-9=-605/1269 WEBS 3-11=-326/322,4-11=753/307,5-9=-94/307,6-9=-327/321 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1.6ft; B=75ft; L=60ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS:(directional) and C-C Extedor(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 8-6-0, Extedor(2E) .8-6-0 to 12-10-0, Exterior(2R) 12-10-0 to 21-3-13, Interior(1) 21-3-13 to 23-5-7 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) All plates are 2x4 MT20 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 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 upliftat joint(s) except Qt=lb) 2=535, 7=535. 9) This manufactured product is designed as an individual building component. The suitability and -use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 '® 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 members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse,with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component . 6904 Parke East Blvd. Safety,Information available from Truss Plate, Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Tacoma - Traditional T25608266 2931979-GHO-1007MW B03 Hip 1 1 Job Reference (optional) •-�••��•� • ^�•�•��•�� v •�•• �•y. `-h ,a, �� vny, - , 0.40U5 Huy 10 ZUZ 1 IVII I OK IMU5Ine5, Inc. Mon UCI 11 U0:U0:00 2U21 vage 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_ HDpaBpH41ytUP8r_BJgq]CPWOebVfIK9Mn?OjyUYMB 10-10-0 . -2-0-0 5-6-4, 10-6-0 1 .15-9-12 21-4-0 23-4-0 2-0-0 5-6-4 4-17-12 4-11-12 5-6-4 2-0-0 .. 0-2-0 Scale=1:41.9 4x4 = m 0 4 - 10-10-0 10-6-0 tOr6-0 21-4-0 10-6-0 10:6-0 .. 0-2-0 Plate Offsets (X,Y)-- [8:0-4-0,0-3-4) LOADING (psf) SPACING- 2-070 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC. . 0.65 Vert(LL) -0.19 2-8 >999 360 MT20 244/190 TCDL. 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.38 2-8 >648 240 . BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Weight: 107lb FT=20/ LUMBER- BRACING - TOP CHORD: 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-13 oc puriins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-2-15 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=279(LC 11) Max Uplift 2=-535(LC 12), 6= 535(LC 12) Max Grav 2=1102(LC 1), 6=1102(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1494/791, 3-4=-1105/570, 4-5=-1105/570, 5-6=-1494/791 BOT CHORD 2-8=-521/1370, 6-8=-553/1249' WEBS 3-8=-479/453, 5-8=-480/453, 4-8=-216/634 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp Q Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 10-8-0, Exterior(201) 10-8-0 to 19-1-13, Interior(1) 19-1-13 to 23-5-7 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.' 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection -(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=535, 6=535. 8) This manufactured product is designed as an individual building, component. The suitability and use of this component for any . particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the.bUilding code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekg connectors. This design is based only upon parameters shown, and is loran individual building component, not a truss system. Before use, the building designer must 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyln/ormation. available from Truss Plate, Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes -Tacoma - Traditional T25608267 2931979-GHO-1007MW B04 Common 3 1 Job Reference (optional) ---••�� � �•��� �� � �, �,•y,., ��, , ,a„, v„y, , - .+.+.+ , 0.40V 8 MUY 10 LUL 1 rwr r ere 11MUSIIreS, rrlc. IVIOn um I i umuo D}7 zUZ1 rage 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_ IPMyM91iW G?L1 IQAIOgRGVka4.Q_oE6gTODXYw9yUYMA -2-0-0 5-7-4 10.8-0 15-8-12 21-4-0 23-4-0 2-0.0 5-7-4 5-0-12 5-0-12 5-7-4 2-0.0 Scale=1:41.2 4x4 = 4 m 71 0 10.8-0 21-4-0 . 10-8-0 10-8-0 . Plate Offsets (X,Y)-- [8:0-4-0,0-3-4] " LOADING (psf) 'SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.66 Vert(LL) -0.19 2-8 >909 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.38 6-8 >645 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 107lb FT=20%_ LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing.; WEBS . 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=279(LC 11) Max Uplift 2=-535(LC 12), 6=-535(LC 12) Max Grav 2=1102(LC 1), 6=1102(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 256 (lb) or less except when shown. TOP CHORD 2-3=-1490/874, 3-4=-1103/650, 4-5=-1103/650, 5-6=-1490/874 BOT CHORD 2-8=570/1363, 6-8=-607/1244 WEBS 4-8=-251/638,5-8=-477/457,3-8=-476/458 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 10-8-0, Exterior(2R) 10-8-0 to 16-8-0, Interior(1) 16-8-0 to 23-5-7 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) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=535, 6=535. 8) This manufactured product is designed as an individual building, component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the.building code. Joaquin Velez PE No,68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,:and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall - building,design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord 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 ANS11TPl1 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Tacoma - Traditional T25608268 2931979-GFIO-1007MW 805. Common 2 1 Job Reference (optional) �. .,. , t, ,a,„ ­y, , /, , ,a,,, _Ly, - .Dour, 0.97U s Aug I a zuzl mi I eK Inauslnes, Inc. Mon uct 11 ut3:u/:uu zu21 rage 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_ DbwLZVJKHZ7CfS?MJkCgpjHlegKhzYUddgG5SbyUYM9 2-0.0 5-7-4 10-8-0 15.8-12 21-4-0 2-0.0 5-7-4 5-0-12 5-0-12 5-7-4 . 44 = 4 ..4 2x4 6 1 Scale=1:40.3 I" v 0 10.8-0 214.0 10.8-0 10-8-0 Plate Offsets (X,Y)-- [7:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.67 Vert(LL) -0.19 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.42 6-7 >589 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(CT) 0.04 6 n/a n/a' BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 99 lb FT = 20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-2-11 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=265(LC 11) Max Uplift 6=-342(LC 12), 2=7547(LC 12) Max Grav 6=920(LC 1), 2=1112(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1515/929, 3-4=-1129/694, 4-5=-1132/713, 5-6=-1524/945 BOT CHORD. 2-7=-730/1351, 6-7=-726/1302 WEBS 4-7= 316/651, 5-7=-518/48913-7=-475/453 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(i) 3-10-9 to 10-8-0, Extedor(2R) 10-8-0 to.16-8-0; Interior(1) 16-8-0 to 21-0-0 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) 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) except at=lb) 6=34212=547. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 0 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; andrs 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 ANS/?Pll 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 GHO Homes - Tacoma - Traditional T25608269 2931979-GHQ-1007MW B06 Roof Special Girder 1 1 Job Reference (optional) .. . ................ .. ... nrr I" , run, ny, ,- -2-0.0 5-7-4 10=8-0 2-0-0 5-7-4 5-0-12 4x4 = 4 o.vau b' uy 10 ccz r rvn r CR if musures, inc. ivion uct i i umurui zuei rage I 270-0 2-6-0 2-0-0 . 3x4 - exw n .. .. axo - ax4.- .axv - 3x4 �: ' 5-7-4. 10-8-0: 14-9-0. 18-10.0 20-10-0 23-4-0 5-7-q 5-0-12... q-1.0 . q-1.0 2-0-0 2 6 0 ets (X,Y)-- [2:0-1 -0, Edge], [8:0-2-10,0=1-8] Scale =1:49.9 �m r; 2x4 II m 0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.54 Vert(LL) -0.15 11-12 >999 360. MT20 244/190 TCDL . 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.35 11-12 >774 .:240 BCLL 0.0 ' : Rep Stress Incir NO WB 0.45 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 129lb FT=20% LUMBER- 'BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-2 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=279(LC 31) Max Uplift 2=-579(LC 8), 8=-655(LC 8) Max Grav 2=1181(LC 1), 8=1228(LC 37) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 256 (lb) or less except when shown. TOP CHORD 2-3=-1695/596, 3-4=-1251/530, 4-5- 1237/540, 5-6=2966/1150, 6-7=-1469/569, 7-8=-1658/627 BOT CHORD 2-14=-345/1549, 12-14=-345/1549; 11-12=-451/1526,.10-11=-780/2500, 8-10=-383/1378 WEBS 3-12=-525/227, 4-12=-282/750, 6-11= 734/377, 6-10- 1411/507; 7-10= 272/764, 5-12=-738/380, 5-11 =-475/141 8 NOTES- (.10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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) 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 of=ib) 2=57918=655. 8) Hanger(s) or other connection device(s)'shall be provided sufficient to support concentrated load(s) 63 lb down and 107 lb up at 20-10-0 on top chord, and 172 lb down and 129 lb up at 20-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S), section,: loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.66182 LOAD CASE(S) Standard MiTek USA, Inc. FL Cert 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 Continued on page ® 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 _ a Mi Is always required for stability and to prevent collapse. with possible personal injury and property damage. For general guidance regarding the tpi'K' 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. Saletylnformation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 . _ Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608269 2931979-GHO-1007MW B06 Roof Special Girder- 1 1 Job*Reference (optional) 11, a„, ,.r, LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-70, 4-6= 70; 6-7=-70, 7-9=-70, 2-8=-20 Concentrated Loads (lb) Vert: 7=46(B) 10=62(B) 6.90V 5 Mug 10 ZUe r n/ll I eK rnuUSIDes, inc. mon uci i i Ut7:Ur:UI zuzl rage z I D:OyAjBm2?TRQgYMVts_wlsyzN VH_-hoUjnrKy2tF3GcaZtRjvLwgyXEgUizvmsKOf_2yUYMB ® 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 �w a truss system. Before use, the building designer must vedfy4he applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is alwaysrequiredfor stability and to prevent collapse.with possible personal Injuryand 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 SCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes -'Tacoma - Traditional T25608270 2931979-GHO-1007MW B07 Roof Special 1 1 Job Reference (optional) ••�••-��•�� ��•• �••r. �n ��r, �- ��� , 0-vOU b Muy 10 LVG 1 IVII I M 1HU1.151rIeS, inn. IVIUrt VCr I I uv:Ui:Uz zUZI rage i ID:OyAjBm27TRQgYMVts_wlsyzNVH_-9_25_BLapBNwul91Q9EBuBM4me1 DRLXw4_ICXUyUYM7 -2-0-0 5-7.4' 10-8.0 16-10-0 18-10.0 23-4.0 25-4.0 2-0-0 5-7-4 5-0-12 6-2-0 2-0-0 4-6-0 2-0.0 4x6 - 4 4' 2X4 0 Scale=1:50.2 m 2X4 11 la 22 w 6 3x4 % Gx9 ii ox0 — oxe —.' 3x4 5-7-4:. 10-8-0 : 18-10-0 23-4-0 5-7-4 5.0-12 8-2-0 4-6.0 Plate Offsets (X,Y)-- [2:0-2-10,0-1-81, [7:0-2-10,0-1-8) LOADING (pso SPACING- 2-0-0, CSI. DEFL. in (]cc) I/defl Lid PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC. . 0.70 Vert(LL) -0.12 9-10 >999 360. MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) .-0.29 9-10 >950 240 " BCLL 0.0 ' Rep Stress Incr YES WB 0.81 HOrz(CT)' 0.06 7 n/a . n/a BCDL 10.0 Code FBC2020/TP12014 :. Matrix-SH Weight: 125 Ili FT = 20% . " LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-4 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=279(LC 11) Max Uplift 2=-569(LC 12), 7=-569(LC 12) Max Grav 2=1192(LC 1), 7=1192(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1715/924,3-4=-12771762,4-5=-12911760,5-6=-1489/819,6-7=-1739/838 BOT CHORD 2-12= 629/1536, 10-12=-629/1536, 9-10= 855/1925, 7-9=-552/1447 WEBS 3-10=-517/384, 4-10=-331/687, 5-10� 965/649, 5-9=-695/529,.6-9=-297/662 NOTES. (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS,(directional) and C-C Extedor(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 10-8-0, Exterior(2E) 10-8-0 to 16-10-0, Intedor(1) 16-10-0 to 18-10-0, Extedor(2R) 18-10-0 to 24-10-0, Interior(1) 24-10-0 to 25-5-7 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. 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 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. 7) Provide mechanical connection,(by others) of truss tp.bearing plate capable of withstanding 100 lb uplift at joint(s),except Qt=lb) 2=569, 7=569. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any " particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building.code. Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.M11-7473 rev. 5/19/2020 BEFORE USE. . . Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 'a truss system. Before use, the building designer must verifythe applicability of design parameters and property incorporate this design into the overall. building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing . MoTek" is alwaysrequiredfor stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing.of trusses and truss systems, see ANSLITP11 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 GHO Homes - Tacoma - Traditional . T25608271 2931979-GHQ-1007MW B08 Roof Special 1 1 Job Reference (optional) 2x4 6 0.'4Ju s Aug 10 ZUe I rYlr r eK rrAIDsines, inc. mon Uci 7l Utf:Ur:UJ zuzl rage i I D:OyAj Bm27TRQgYMVts_wlsyzNVH= dAcTBW LCaU W nW vkx_sl NQLvF11 PZAvm3JeVm3wyUYM6 -2.0-0 5-7-4 10-8-0' 14-10-0 16-10-0 23-4-0 25.4-0 • " 2-0-0 5.7-4 i 5-0-12 4-2-0 2-0-0 6-6-0 2-0-0 Scale = 1:49.9 4x4 = 4 3x4 i `^. " w - max. - 3x4 2x4 11 m 6 m c) Plate Offsets (X,Y)--[2:0-2-10,0-1-81,[6:0-3-0,0-2-01,[7:0-2-10,0-1-81' LOADING (psf) SPACING- 2-0-o. . CSI. DEFL. in .(loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC. 0.66 Vert(LL) 0.07 10-'12 >900 360 MT20 244/190 TCDL 15.0 Lumber DOL . 1.25 BC 0.53 Vert(CT) -0J5 9-10 >999 240 BCLL 0.0 ' Rep Stress Inor 'YES WB 0.37 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014. Matrix-SH Weight: 126lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 3-7-1.1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=279(LC 11) Max Uplift 2= 569(LC 12), 7=-569(LC 12) Max Grav 2=1192(LC 1), 7=1192(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1722/931, 3-4=-12641766, 4-5=-1237/786, 5-6=-1358/852, 6-7=-1673/850 BOT CHORD 2-12=637/1546, 10-12=-637/1546, 9-10= 629/1553, 7-9— 540/1377 WEBS 4-10=-4001730, 6-9=-156/454, 3-10=-536/393, 5-9=-362/281, 5-10=-680/480 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 10-8-0, Exterior(2E) 10-8-0 to.14-10-0, Interior(1) 14-10-0 to 16-10-0, Exterior(2R) 16-10-0 to 23-0-0, Interior(1) 23-0-0 to 25-577 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. 4) Provide adequate drainage to prevent waterponding. 5) This, truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-O.tall by 2-0-0 wide will fit between the bottom chord and any other members.. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=569, 7=569. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility. of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 verifythe applicability of design parameters and properly incorporate this design into the overall building.design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse, with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of, trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL36610 Job Truss Truss Type Qty, Ply GHO Homes - Tacoma - Traditional T2560B272 2931979-GHO-1007MW B09 . Roof Special 1 1 Job Reference (optional) o.-fou s Hug 10 eue I IVII I eK Inausines, Inc. Mon uct 1 i utj:ur:u4 zu21 rage i ID:OyAjBm2?TRQgYMVts_wlsyzNVH= 5NArPsMrLoee83J8YZGczZSQiRgMvI3DYIEJbNyUYM5 2-0.0 5.3-6 10-0.8 11-3.8 12-1%1 14-10-0 18-9-12 23-4-0 25-4-0 2-0-0 5-3-8. 4-9-0 1-3-0 1-6.8 2-0-0 3-11-12 . 4-6-4 2-0.0 Scale=1:45.9 4x4 = 4x6 = 4 5 A..A — 4x4 - 10-0.8 14.10-0 23-4-0 10-0-8 4-9-8 8-6-0 Plate Offsets (X,Y)-- [2:0-2-9,0-1-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC. 0.67 VerI -0.24 2-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL . 1.25 BC 0.88 Vert(CT) -0.49 2-13 >555 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 , Matrix-SH Weight: 135 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-1 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-266(LC 10) Max Uplift 2=-569(LC 12), 9=7569(LC 12) Max Grav 2=1192(LC 1), 9=1192(LC 1) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1686/1020, 3-4— 1314/794, 4-5=-11071794, 5-6=-1198/817, 6-7=-1222(799, 7-8=-1423/821,8-9=-1702/986 BOT CHORD 2-13=-717/1527, 11-13=-443/1275, 9-11= 717/1431 WEBS 3-13=-450/429, 4-13=-180/473, 7-1 1=-131/372,13-20=-271/191, 6-20=-460/334, 5-20=-1861255, 8-11= 322/337 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 10-0-8, Exterior(2E) 10-0-8 to 12-10-0, Interior(1) 12-10-0 to 14-10-0, Extedor(2R) 14-10-0 to 20-10-0, Interior(1) 20-10-0 to 25-5-7 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) All plates are 2x4 MT20 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 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 Gt=lb) 2=569, 9=569. 9) This manufactured product is designed as an individual. building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code: , Joaquin Velez PE N6.66182 Mi rek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component . 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes - Tacoma - Traditional . T25608273 2931979-GHQ-1007fa1W . B10 . Hip 1 1 Job Reference (optional) `o 2x4 �•����� 1• ­r, , •-h 0.40U s rug 10 eUe I IVII I eK Inuusmes, Inc. Ivlcn Vci l l uu:u/:u4 zuzi rage T I D:OyAj Bm27TRQgYMVts_wlsyzNVH_-5NArPsMrLoee83JBYZGczZSPNRjivotDYIEJbNyUYM5 -2-0.0 4-3.8 8-0-8 15-3.8 19.0=8 23-4.0 2-0.0 4-3-8 3-9-0. 7-3-0. 3-9-0 4.3-8 46 = 4 15 48 = 5 44 = - Scale=1:45.3 3TP = ' :3x4 8-0-8 15-3-8 23-4-0 808 730 808 Plate Offsets (X,Y)-- [5:0-5-4,6-2-0), [7:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 -Plate Grip DOL 1.25 TC. 0.75 Vert(LL) -0.10 7-8 >999 360 MT20 244/190 TCDL. 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) .-0.22 7-8 >999 . .240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 116 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc puriins. 4-5:, 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Horz 2=208(LC 11) Max Uplift 7=-378(LC 12), 2=-581(LC .12) Max Grav 7=101.1(LC 1), 2=1201(LC 1) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1718/961, 3-4- 1495/846, 4-5=-1301/826, 5-6=-1522/856, 6-7=-1763/986 BOT CHORD 2-10=-759/1494, 8-10- 552/1322, 7-8=-781/1508 WEBS 4-10=-25/343,578=-62/358,6-8=-299/270 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vuit=160mph (3-sec6nd gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft;.Cat. II; Exp C;, Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 4-1-9, Interior(1) 4-1-9 to 8-0-8, Exterior(2E) 8-0-8 to 23-0-0 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. 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 Ib uplift at joint(s) except Qt=lb) 7=378,:2=581. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 MiTekO connectors. This design is based only upon parameters shown,sand 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 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 . ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional . T25608274 2931979-GHO-1007MW B11 . Hip Girder 1 1 Job'Reference o tional ��••�� � • ^,,,,,,,,,,,,,, a • 11 ­ Y", �1, , _11y, . - o.4ou b nuy 10 ZUZ I IVII I eK InuUSirles, HIG. Mon UGI 1 I Ub:U/:Ub ZUZI rage 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH= 211cgYO5tPuMNNSWf_I42_XjeFLCNBPV?cjQgFyUYM3 2-0.0 3-7-4 6-8.0 11-8-0 16-8-0 19-8-12 23.4-0 2.0.0 3-7-4 3-0.12 5.0.0 5-0-0 3-0.12 3-7-4 Scale=1:45.3 6x8 = 2x4 11 4 18 19 20 5 6.00 12 3x4 3 , 11 14 13 22 12 23 11 Ix8 STP = _ &B i 2x4 II 6xB = 6x8 5x8 = 3-7-4 6-8-0 11-8-0 7x8 21 6 4x4 7 m T m 8 m Io 10 24 9 25 ST1.5x8 STP= 7x8 = 3x8: I 4x12 16-8-0 19-8-12 23.4-0 Plate Offsets (X,Y)-- J-/-4 - J-U-1Z - b-U-U [2:0-2-10,0-1-81, [4:04-0,0-1-15), [8:0-2-8,0-2-8), [10:0-3-8,0-4-81, b-u-U 'J-u-1ZJ-/-4 ' [13:0-3-8,0-3-01 LOADING (pso 'SPACING- 2-0-0. CSI. DEFL. in -(loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.90 Vert(LL) 0.23 11 >990 360. MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.34 11 >795 . :240 . BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 151 lb FT = 20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-5-1 oc purlins. 4-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-10 oc bracing. BOT CHORD 2x6 SP No.2 'Except' 8-12: 2x6 SP M 26 WEBS 2x4SPNo.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size). 8=0-8-0, 2=0-8-0 Max Horz 2=175(LC 24) Max Uplift 8=-1629(LC 8), 2= 1240(LC 8) Max Grav 8=3761(LC 1), 2=2525(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. = All forces 250 (lb) or less except when shown.: . TOP CHORD 2-3= 4358/1866; 3-4=-4474/2055, 4-5=-5534/2597, 5-6=-5534/2597, 6-7=-5969/2705, 7-8=-7024M68 -. BOT CHORD 2-14=-161313878, 13-14=-1613/3878, 11-13=-1710/4027, 10-11=-2248/5241, 9-10= 2647/6147, B-9=-2647/6147 WEBS 4-13=-153/700, 4-11=-858/1927, 5-11=-491/352, 6-11=-273/578, 6-10=-919/2159, 3-13= 329/382;7-10=-950/418,7-9=-376/991 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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) 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 1.0.0 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) 8=1629, 2=1240. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 lb down and 148 lb up at 6-8-0, 135 Ib.down and l l6 Ib up at 7-1-13,.and 135 Ib down and 1.10 Ib up at 9-1-13, and 135 Ib down and 110 Ib up at 11-1-13 on Joaquin Velez PE No.68182 top chord, and 345 lb down and 129 lb up at 6-8-0, 136 lb down and,60 lb up at 7-1-13, 136 lb down and 50 lb up at 9-1-13, 136 lb, MiTek USA, Inc. FL Cart6634 down and 50 Ib up.at 11-1-13, 494 lb down and 273.Ib up at 11-9-4, 1305 lb down and 627 lb up at 16-10-12, and 750 lb down and 6904 Parke East Blvd. Tampa FL 33610 317 Ib up at 18-10-12, and 750 Ib down and 312 Ib up at 20-10-12 on bottom chord. The design/selection of such connection Date: device(s) is the responsibility of others. Ontnhar 11 on91 Ig the_�OAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (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 loran individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and. property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k' 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 ANS/?PII Duality 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 GHO Homes - Tacoma - Traditional T25608274 2931979-GHO-1007MW B11 Hip Girder 1 1 Job Reference (optional) + � nmv�uwc I. jai n vuy, , �1, r iai n —y, 0.40U.5 HUy 10 ZUZ I Ivn I eK lnausmes, MG. NIOn um I I UO:U/:U0 ZUZ 1 rage z ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-211cgYO5tPuMNNS W f_142_XjeF.LCNBPV.?cjQgFyUYM3 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)- Lumber Increase=1.25, Plate Increase=1.25 Uniform. Loads, (plf) Vert: 1-4=-70, 4-6=-70, 6-8=-70, 2-8=-20 Concentrated Loads (lb) Vert:4=-47(F) 12=-120(F) 13=-223(F)11=-494(F) 10=-1305(Fr18=-38(F) 19=-38(F) 20=-38(F) 22= 120(F) 23=-120(F) 24=-750(F) 25=-750(F) Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mll-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is foran individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing - M!Tek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see . ANSUTPII 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 GHO Homes - Tacoma - Traditional T25608275 2931979-GHQ-1007MW BGR Roof Special Girder 1 2 Job Reference (optional) ounuora 1--u— innrn utty,11-/, nant Ulty, rL - 00001, t5.40U 5 Aug I b ZUZI MI I eK Inausines, Inc.- Mon VCi I 1 Utj:ut:I I zuxi rage T ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-Oj5VtGSEhyWeT8LUSYuFl1 EckGBu2NYE9uRBLTyUYM_ " 17-11=1319-7-13 i -2-0-0 3-0:2 1 6-7.14 10-2-0 i. .13:8-2 i 15-10-14 117-4-0 1Q-4r5 21-8-0 24-10-11 27d-0 1 31-7a 2-0-0 3-0-0 " 3-7-14 3-6-2 3-6-2 2-2-12 " 1.5-3 -7-1 1-3-8 2-0-3 3-2 11' 2-5-5 4-3-8 0-4-8 .. Scale = 1:62.1 4x4 11 37. -IPf = 6.00 12 SxB 2x4 11 7x10 = 2x4 11 3 4 5 2x4 II ST1.5x6 STP = 3 m 2x4 II 2 0 1 48 = 25 39 24 40 41 23 42 3x8 11 48 = 3x6 11 10x12 4x6 = 6x8 = 6 7. 8/ 43 22 44 45 .21 46 20 47 10x12 = 8x10 = 10x12 = 4x6 4x4 - 12 7x10 11 10 W V36 4x6 - 35 13 6 7x8 = 15 4x6 = 4B� 49 50 1851 17 52 Bx10 12x14 = 3x8 I I 17-11-1319-7-13 21-10-0 i 3-0-0 6-7-14 10-2-0 13-8-2 15-10-14 17-4-0 1 - 5 21-8-0 24-10-11 27-4-0 11 Ta 3-7-14 3-6-2 3-6-2 2-2-12 1-5-3 7-1 1-3-8 2.0-3 0- -0 • 3-0-11 2.5-5 4-3-8 04-8 . . Plate Offsets (X,Y)-- [2:0-4-0,0-1-15], [3:0-2-4,0-2-12],[5:0-4-8,0-4-8],[7:0-3-8,0-3-12], [8:0.5-0,0-8-4], [9:0-2-8,0-1-8], [10:0-5-0,0-1-121, [16:0-5-12,0-4-8], [17:0-5-8,0-1-8], [19:0-4-12,0-6-01, [20:0-3-8,0-6-0], [21:0-3-12,0-6-0], [22:0-3-8,0-6-01 INI 00 N 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 0.74 Vert(LL) -0.11 20-21 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.60 15 >196 120- BCLL 0.0 Rep: Stress Incr NO WB 0.96 Horz(CT) 0.02 19 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 564lb 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: 2x4 SP No.2, 8-11,5-9: 2x6 SP M 26 except end verticals. BOT CHORD 2x8 SP 240OF 2.0E 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 13-17: 2x4 SP No.2, 15-16: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR 14-15: 2x6 SP No.2, 3-25,4-24,5-23,6-22,7-21,8-20: 2x4 SP No.2 OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT 10-19: 2x8 SP 240OF2.OE, 10-18: 2x4 SP No.1 WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) OTHERS 2x4 SP No.3, ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE BUILDING DESIGNER. REACTIONS. (size) 2=0-8-0, 19=0-4-0 (req. 0-10-10) Max Horn 2=550(LC 8) Max Uplift 2— 861(LC 8); 19=-7783(LC 8) Max Grav 2=1990(LC 1), 19=17985(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3895/1335, 3-4=-5364/1876, 4-5=-5363/1874, 5-6=-4077/3865, 6-7=-6814/10934, 7-8=-8806/17114, 8-9=-1127/1853, 8-10=-6634/14042, 10-12=-2374/4710, 12-13=-1327/2626, 13-14=-724/812, 14-15=-1934/875 BOT CHORD 2-25=-1470/3304, 24-25=-1497/3402, 23-24=-977/3351, 22-23=-977/3351, 21-22� 3735/3780, 20-21=-10804/6516, 19-20=-15049/7765, 18-19=-12822/5767, 16-17= 684/1712, 13-16=-5345/2468, 15-16=-2027/955 WEBS 3-25=-299/910, 3-24=-693/2092, 4-24=-291/173, 5-24=-172512696, 5-23=-433/1278, 5-22=-6338/2834, 6-22— 1588/3716, 9-19=-14122/6447, 9-10— 14401/6585, 10-18=-5760/12548, 12-18=-3141/1489, 13-15=-1381/2952, 6-21=-8405/3757, 7-21 =-1 953/4599, 7-20=-7537/3153, 8-20=-2388/5616, 8-19= 1697/1338, 16-18=-5907/2659, 12-16=-1619/3445 NOTES- (12) 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: . Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-8-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-3-0 oc, Except member 24-3 2x4 - 1 row at 0-9-0 oc, member 4-24 2x4 - 1 row at 0-9-0 oc, member 24-5 2x4 - 1 row at 0-9-0 oc, member 5-23 2x4 - 1 row at 0-9-0 oc, member 22-5 2x4 - 1 row at 0-9-0 oc, member 6-222x4 - 1 row at 0-9-0 oc, member 18-10 2x4 - 1 row at 0-9-0 oc; member 12-18 2x4 - 1 row at 0-9-0 oc, member 1 &13 2x4 - 1 row at 0-9-0 cc, member 6-212x4 - 1 row at 0-9-0 oc, member.21-7 2x4 - 1 row at 0-9-0 oc, member 7-20 2x4 - 1 row at 0-9-0 oc,'member 20-8 2x4 - 1 row at 0-9-0 oc, member 8-19 2x4 --I row at 0-9-0 oc, member 18-16 2x4 - 1 row at 0-9-0 oc, member 12-16 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered 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. Continued on page 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 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 an_d. 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 W 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. Satety./ntormation. available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes -Tacoma -Traditional T25608275 2931979-GHO-1007MW BGR Roof Special Girder 1 2 Job Reference (optional) „�c,� , „�•���,�= t ,a„, -y, , 11, 1 ,o.„ -1y, , -.1, 0.400 s rauy 10 zuz r rvu r UK rnausmes, inc. ivion uct i i u0;ui:i i zuzi rage z ID:OyAjBm2?TROgYMVts_wlsyzNVH= Oj5VtGSEhyWeT8LUSYuF11 EckGBu2NYE9uRBLTyUYM_ NOTES (12) 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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 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 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) WARNING: Required bearing size atjoint(s) 19 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=861, 19=7783. 10) Graphical pudin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 214 lb down and 97 lb up at 2-1.1-11, 122 lb down and 31 lb up at 5-1-13, 122 lb down and 31 lb up at 7-1-13, 122 lb down and 31 lb up at 9-1-13, 122 lb down and 31 lb up at 11-1-13, 126 lb down and 96 lb up at 13-1-13,, 847 lb down and 438 lb up at 28-8-12, 785 lb down and 434 lb up at 29-0-12, and 764 lb down and 395 lb up at 30-8-12, and 812 lb down and 419 lb up at .31-0-12 on top chord, and 172 lb down and 92 lb up at 3-0-0, 1112 lb down and 470 lb up at 5-0-12, 16 lb down at 5-1-13, 750 lb down and 311 lb up at 7-0-12, 16.lb down at 7-1-13, 750 lb down and 316 lb up at 9-0-12,16 lb down at 9-1-13, 742 lb down and 316 lb up at 11-0-12, .16 lb down at 11-1-13, 749 Ib.down and 312 lb up at 13-0-12, 16 lb down at 13-1-13, 192 lb down and 114 lb up at 14-3-4, 729 lb down and 300 lb up at 15-0-12, 729 lb down and.300 lb up at 17-0-12, 729 lb down and 300 lb up at 19-0712, 729 lb down and 314 lb up at 21-0-12, 1789 Ib down and 861 lb up at 21-4712, 729 lb down and 326 lb up at 23-0-12, 878 lb down and 382 lb up at 23-4-12, 729 lb down and 342 lb up at 25-0-12, 961 lb down and 395 lb up at 25-4-12, and 967 lb down and 392 lb up at 26-8-12, and 845 lb down and 361:Ib up at 27-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead .+Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (plf) Vert: 1-3=70, 3 8=-70, 8 14= 70, 2-1 7=-20,_15-16=-20 Concentrated Loads (lb) Vert: 25=37(F) 17=-729(B) 18= 729(B) 19=-1789(F) 33=-21(F) 35=-847(F) 36=-758(B) 37=-764(F) 38=-795(B) 39=-1 1 18(F=-6, B=-1112) 40=-756(F=-6, B=-75b) 41=-756(F=-6, B=-750) 42=-748(F- 6, B=-742) 43=-755(F=-6, B=-749) 44=-192(F) 45=-729(B):46= 729(B) 47=-729(B) 48=-729(B) 49= 729(B) 50=-878(F) 51=-878(F) 52=-883(F) '® 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 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?Pll 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 GHO Homes - Tacoma - Traditional T25608276 2931979-GHO-1007MW C1 Roof Special 1 1 Job Reference (optional) co dI 0 t. ­Y, �h ,a, �� vnY, -� -.00uur, a.wau s Aug I0 ZUZI ml I eK maUSmes, Inc. mon uct 11 Uu:U/:12 2u21 Pagel ID:OyAjBm27TRQgYMVts_wlsyzNVH= svft4bSsSFeV51wgOFPUIFnrWfQgns9ONXAksvyUYLz 3-2-8 6-4.8 10-11-4 1. 0 21.2-14 " 26.10-1 32-6-15 3-2-8 3-2-0. 4-6-12 46-12 .5.8-14 5-7-2 5-8-14 Scale=1:58.1 4x8 = 5x6 = 3x4 = 2x4 11 5 17 6 718 8 6.1 4x4 = 15 14 12 11 10 9 ST1.5x8 STP= 3x4 = 3x4 = 4x4 = 3x4 = 5x6 = 3x4 = 6x8 = 3-2-8 6 10-11-4 15-6-O 21.2-14 26:10=1 32-6-15 3-2.B 3.2-0 4-6.12 4-6-12 5-8.14 5.7-2 5-8-14 Plate Offsets (X,Y)-- [1:0-1-4,Edge], [5:0-5-4,0-2-0], [6:0-2-12,0-3-0], [11:0-3-0;0-3-0] LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. . 0.49 Vert(LL) 0.24 14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL ' 1.25 BC 0:78 Vert(CT) -0.41 14-15 >934 . :240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:198lb FT=20/ LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-13: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-2 oc bracing. WEBS 1 Row at midpt 7-9, 5-11, 6-10 REACTIONS. (size) 1=0-8-0, 9=Mechanical Max Horz 1=338(LC 12) Max Uplift 1=-519(LC 12), 9= 584(LC 12) Max Grav 1=1445(LC 17), 9=1444(LC 1) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 2728/1210, 2-3=-2421/1146, 3-4=-3021/1425, 4-5=-2161/1082, 5-6=-1732/914, 6-7=-1114/571 BOT CHORD 1 -1 5=-1435/2402, 14-15=-2361/4303, 12-14=-1540/2718, 11-12=-1050/1881, 10-11=-915/1732, 9-10=-571/1114 WEBS 2-15= 424/1120, 3-14=-1686/892, 4-14==237/703, 4-12=-1120/650, 5-12=-374/813, 7-9=-1647/844, 5-11=-290/219, 7-10=-340/804, 6-11=-104/358, 6-10=-924/543, 3-15=-2072/1013 NOTES- (8) 1) Wind: ASIDE 7-16;, Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) 0-4-0 to 6=4-8, Interior(1) 6-4-8 to 15-6-0, Exterior(2R) 15-6-0 to 21-2-14, Interior(1) 21-2-14 to 32-5-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for 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 will fit betweenthe bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=519, 9=584. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 61'Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and'is 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 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 GHO Homes - Tacoma - Traditional T25608277 2931979-GHQ-1007MW C2 Roof Special 1 1 Job Reference (optional) .+un�rna , uaw+w �o t, mrn vny,.r�/, Warn Vuy, rt. -.u000i, 6AJU5 Aug ID zUz I MI I eK mausines, inc. ivion Uct I umut:1.3 ziuzl rage i ID:OyAj Bm2?TRQgYMVts_wlsyzNVH_-K6DFIxTUDZmMjSVsaywjgSJzS3k9WJFXcBwH PLyUYLy 2-0.0 5-2-8 B-4-B 13-6.0 19-10-14 ' 26-2-1 32-6-15 . 2-0-0 3-2-0 5-1.8 6-4-14 6.3-2 6.4-14 co 2x4 0 4xB = 5x6 = 521 22 236 Scale = 1:61.4 3x4 = 2x4 11 7 24 8 4x4 = 3x4 = 4x6 = 3x4. = 3x4 = 3x4 = 3x4 = 6x8 5-2-8 - 13-6.0 19-10-14. 26-2-1 6- 1' 5-2-8 8-3-8 6-4-14 6-3-2 6-4.14 Plate Offsets (X,Y)-- [2:0-1-8,Edge1, [5:0-5-4,0-2-01, [6:0-3-0,0-3-01 LOADING (psf) SPACING- 2-04 CSI. DEFL. in .(Ioc) I/dell Ud PLATES GRIP TOLL . 20.0 Plate Grip DOL 1.25 TC . 0.67 Vert(LL) 0.20 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.42 13-15 >915 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.1.2 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 188 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 WEBS REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=369(LC 12) Max Uplift 9=-566(LC 12), 2=-716(LC 12) Max Grav 9=1438(LC 1), 2=1623(LC 1) . FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2625/1220, 3-4=-2275/1175, 4-5= 2481/1200, 5-6=-2146/1104, 6-7=-1447l718 BOT CHORD 2-15=-1359/2236, 13-15=-1868/3211, 12-13=-1176/2173, 10-12=-110512142, 9-10= 718/1447 WEBS 3-15=-362/957,.4-15=-1245/681, 4-13— 1208/783, 5-13= 274/705, 7-9=-1857/920, 7-10=-2787733, 6-12=-21/262, 6-10=-915/540 Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 7-9, 6-10 NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opst; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E).-2-1-7 to 3-10-9, Interior(1) 3-10-9 to 5-2-8, Exterior(2E) 5-2-8 to 8-4-8, Interior(1) 8-4-8 to 13-6-0, Exterior(2R) 13-6-0 to 19-6-0, Interior(1) 19-6-0 to 32-5-3 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 will fit between the bottom chord and any other members. 6)'Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=566, 2=716. 8) This manufactured product is designed as an individual building component. The suitability, and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 Mi rek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 YV1� 1 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 ANSUTpII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608278 2931979-GHO-1007MW C3 Roof Special 1 1 Job Reference (optional) ma, uawuuwc fr vuy, 11), mmL uny, -.0000r, -2-0.0 , 6-6.8 9-8-E 2-0-0 6.6-8 m 2x4 0 4x6 = 6.40V S Aug 10 LUie I w11 I eK Inauslrles, Inc. Mon Vci 11 utcur:14 LULL rage i ID:OyAjBm27TRQgYM Vts_wlsyzNVH_-plmdVHU6_tuDKb437gSyNgs5OT8aFmrhrrfnmyUYLx 12-2-0 19-0-4 25-8-11 32-6-15 2-5.8 6-10-4 6-8-8 6-10-4 Scale=.1:61.4 4x8 = 2x4 11 3x4 = 3x4 = :. 3x8 = dvd = 5 21 22 23 6 7 8 24 25 9 44 = 3x4 = 3x4 = 3x4 = 4x4 = 3x8 = 3x8 = 3xb II 6-6.8 12-2-0 19-0-4 25-8-11 . 32.6-15: 6.6-8 5-7-8 6-10-4 6-8-8 6-10-4 Plate Offsets (X,Y)-- [2:0-1-8,Edgel, [5:0-5-4,0-2-01, [11:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in .(loc) " I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.85 Vert(LL) 0.21 12-15 >900 360 MT20 244/190 TCDL 15. Lumber DOL 1.25 BC 0.69 Vert(CT) -0.37 12-15 >999 -240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix-SH Weight: 183lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end.verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 9-11 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=333(LC 12) Max Uplift 10= 561(LC 12), 2=-722(LC 12) Max Grav 10=1438(LC 1), 2=1623(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2574/1191, 3-4=-2208/1.169, 4-5=-2646/1334, 5-6=-2534/1286, 6-8=-2533/1287, 8-9=-1751/832,9-1,0=-1375/726 BOT CHORD 2-16=-1257/2172, 15-1.6=-1518/2832, 12-15=-1252/2384, 11-12=-832/1751 WEBS 3-16=-291/816, 4-16=-928/498, 4-15=-773/492, 5-15=-319/727, 9-11=-986/2081, 8-11=-10291631, 6-12= 495/402, 8-12= 554/945 NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=.16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteri6r(2E).-2-1-7 to 3-10-9, Interior(1) 3-10-9 to 6-6-8, Exterior(2E) 6-6-8 to 9-8-8, Interior(1) 9-8-8 to 12-2-0, Exterior(2R) 12-2-0 to 18-2-0, Intedor(1).18-2-0 to 32-5-3 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 will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=56112=722. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building ;designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 , ANSIITP/t Quality Criteria; DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608279 2931979-GHO-1007MW C4G. Half Hip Girder 1 G Job Reference (optional) now�uwo t, a v, ly,., Lf, vial l Vny, rL-JJOO/, 1 0-0 7-0-0 13-5-10 2-0-0 7-0-0 6-5-10 4x8 = ann� 3 19 20 0.4Ju s Aug 10 zuzs rvu I OK inausmes, Inc. mon uci i i uts:ui:i i zuzi rage T I D:OyAj Bm2?TRQgYMVts_wlsyzNVH_-DtSm7J W_HoGoB3oepo?g?IUcig8OSAJ7XpuVY6yUYLu 19-9-7 26-1-5 32-6-15 6-3-14 6-3-14 6-5-10 Scale=.1:60.3 3x4 = 3x4 = 3x4 = 3x4 2x4 11 421 22 23 24 25 5 26 6 27 7 28 29 30 31 8 4x4 = 2x4 II 4x6 = 3x4 = _ 4x6 = 3x4 = 6x8 — 3x4 = 7-0-0 13-5-10 19-9-7 26-1-5 32-6-15' 7-0.0 6-5.10 6-3-14 6-3-14 6-5-10 Plate Offsets (X,Y)-- [3:0-5-4,6-2-01 LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in .(loc) Well Ud PLATES GRIP TCLL . 20.0. Plate Grip DOL 1.25 TC. . 0.84 Vert(LL) 0.30 11-13 >999 360 MT20 244/190 TCDL 16.6 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.46 11-13 >830 240 BCLL 0.0 Rep Stress Incr NO WB' 0.62 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight:342lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 7-11-8 oc bracing.. 2-14: 2x4 SP No.2 WEBS 1 Row at micipt 7-9 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=278(LC 8) Max Uplift 9=-1261(LC 8), 2= 1352(LC 8) Max GraV 9=2943(LC 25), 2=3025(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5509/2225, 3-4=-6919/2963, 4-5=-6711/2871, 5-7=-4505/1931 BOT CHORD 2-15=-2036/4805, 13-1:5=-2042/4839, 11-13=-2964/6918, 10-1.1=-2871/6711, 9-10=-1931/4505 WEBS 3-15=-148/828, 7-9=-5083/2178, 3-13=-1051/2433, 7-10=597/1912, 4-13=-494/418, 5-10=-2530/1078, 4-11= 272/137, 5-11=-132/743 NOTES (1.1) 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 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=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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 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 1.0.0 psf bottom chord jive 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=1261, 2=1352. Continued on page 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 propery incorporate this design into the overall - building design., Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satety.lntormation available from Truss Plate lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ... Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes --Tacoma - Traditional T25608279 2931979-GHO-1007MW C4G Half Hip Girder 1 2 Job Reference (optional)' - „�•.,....,..o �• ..•y, I" , ,a.., ­y, . w,, - o.voUs riuy 10 ZUZ 1 IVII I eK Inou51rle5, Ir1U. Mon uci I I ub:u/:l / zuzl rage z ID:OyAjBm2?TRQgYMVts_wlsyzNVH_ DtSm7JW_HoGoB3oepo?g?[Ucig8OSAJ7XpuVY6yUYLu NOTES- (11) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 310 Ib down and 267 lb up at 7-0-0, 131 Ib down and 107 Ib up at 9-0-12, 131 lb down and 107 lb up at 11-0-12, 131 lb down and 167 lb up at 13-0-12, 131. lb down and 107 lb up at 14-8-12, 131 lb down and 107 lb up at 16=8=12, 131 Ib down and 107 lb up at 18-8-12, 131 lb down and 107 lb up at 20-8-12, 131 lbdown and 107 lb up at 22-8-12, 131 lb down and 107 lb up at 24-8-12, 131 lb down and 107 lb up at 26-8-12, and 131 lb down and 107 lb up at 28-8-12, and 131 lb down and 107 lb up at 30-8-12 on top chord, and 504 lb down and 186 lb up at 7-0-0, 159 lb down and 52 lb up at 9-0-12, 159 lb down and 52 lb up at 11-0-12, 159 lb down and 52 lb up at 13-0-12, 159 lb down and 52 lb up at 14-8-12, 159 lb down and 52 lb up at 16-8-12, 159 lb down and 52 lb up at: 18-8-12, 159 lb down and 52 Ib up at 20-8-12, 159 lb down and 52 lb up at 22-8-12, 159 lb down and 52 lb up at 24-8-121 159 lb down and 52 lb up at 26-8-12, and 159 lb down and 52 lb up at 28-8-12, and 159 lb down and 52 lb up at 30-8-12 on bottom chord. The design/selection of such connection device(s).is the responsibility of others. 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building. is the. responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumberincrease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-8=-70, 2-9=-20 Concentrated Loads (lb) Vert:3=-83(B) 6=-32(B) 15=-382(B)12=-143(B) 19=-32(B) 20=-32(B) 21=-32(B) 23=-32(B) 24=-32(B) 25=-32(B) 26=-32(B) 27=-32(B) 28=-32(B) 29=-32(B) 31=-32(B) 32=-143(B)33=-143(B)34 143(B)35=-143(B) 36==143(B)37=-143(B)38=-143(B)39=-143(B)40=-143(B) 41=-143(B)42— 143(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE., Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is foran Individual building component, not MF 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty. Ply GHO Homes - Tacoma - Traditional T25608280 2931979-GHo-1007MW CJ01 Jack -Open 26 1 Job Reference (optional) o.You s ^uy i o cuc i rvu i uK uruusures, inu. ivion uct i i ue:ur: i c zuz i rage i ID:OyAjBm2?TRQgYMVts_wlsyzNVH h308LfXd250fpDNgMWWVXW1pN4fnBmDGmTd24ZyUYLt .2-0.0 1-0-0 2.0-0 1-0.0 c��io—i•fn:a co 6 M 0 0 1-0.0 1-0-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25: TC 0.65 Ven(LL) -0.02 .4 >512 360 MT20 244/190 . . . TCDL 15.0 Lumber DOL 1.25 BC. . 0.03 Vert(CT) -0.02 4 >543 240 BCLL . 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a ri/a BCDL 10.0 Code FBC2020GrP.12014 Matrix-P Weight: 11 lbFT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0 Max Horz 2=114(LC 12) Max Uplift 3=-142(LC 17), 2=-405(LC 12) Max Grav 3=213(LC 12), 2=388(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1)'Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11; 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) except Qt=lb) 3=142,2=405. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI,TPI 1 as referenced by the building code. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: October 1.1,2021 A WARNING -Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:" Design valid for use only with MiTek® connectors. This design is. based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the. applicability of design parameters and propedy Incorporate this design into the overall, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse.with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. . Solefy.lniormation. available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608281 2931979-GHO-1007MW CAA Jack -Open 2 i Job'Reference (optional) uuuuma n,awumco tear a uny, r'/, narn uuy, rL - 000o/, tl.4AU.s Hug 1 tl zuzl mi I eK Inous[nes, Inc. Mon Uct 11 US:U/:2U 2021 Page 1 ID:OyAjBm27TRQgYMVts_wlsyzNVH= dSBumKYtajfN2WXCUxZNdx69tuLFfgiZDn69BRyUYLr -2.0-0 1-0-0 2-0-0 1-0.0 Scale=1:10.3 LOADING (psi) SPACING- 270-0. CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.02 .4 >512 360 MT20 244/190 TCDL 15.0 Lumber DOL . 1 1.25 BC . 0.03 Vert(CT) -0.02 4 >543 240 BCLL 0.0 ' Rep Stress Inor. YES W B 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 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. . OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0 Max Horz 2=114(LC 12) Max Uplift 3=-142(LC 17), 2=-405(LC 12) Max Grav 3=213(LC 12), 2=388(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60$; eave=7ft; Cat. II; 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 trusscomponent. 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=142,2=405. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE,MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is, based only upon parameters shown, and'is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �R A iTek° is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSBTPIr 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 GHO Homes - Tacoma - Traditional T25608282 2931979-OHO-1007MW CAB Jack -Open 2 1 Job Reference (optional) It, , ran, ny, O.VOV S Auy 1 O LUL 1 Iwr I UK If 1Uu5lne5, Inc. ivion uct t t utl:u/:e i eue j rage i I D:OyAjBm27TROgYMVts_wlsyzNVH_-5ei HzgZVKOnDgg6P2e4c9BfUclhyO7yjS RsihtyUYLq 100 100 Scale = 1:7.0 2x4 = 3 1-0-0 1-0-0 C0 6 o " Co 6 . O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.02 Vert(LL) -0.00 1 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.00 Vert(CT). -0.00 1 >999 240. BCLL: 0.0 ' Rep Stress Incr YES WB 0:00 Horz(CT) -0.00 2 n/a . ri/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 3 lb : FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. REACTIONS. (size) 1=1-0-0, 2=Mechanical, 3=1-0-0 Max Horz 1=29(LC 12) Max Uplift 2=-26(LC 12) Max Gram 1=30(LC 1), 2=30(LC 17), 3=13(LC 3) FORCES. (lb) - Max. Comp./Max. Ten., - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf;•BCDL=5.0psf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11; 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 & MW FRS for reactions shown': DOL=1.60 plate grip DOL=1.60 2) Building, Designer / Project engineer.respohsilile for verifying applied roof live load shown covers,rairi 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 20.6psf on the bottom chord in all areas where a rectangle 3-6=0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 2. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 foran Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse, with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 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 GHO Homes - Tacoma - Traditional T25608283 2931979-GHO-1007MW CJ02 Jack -Open 1 1 Job Reference (optional) "t, a a Ly, o.vou 5 muy i o cue- i iwi i en muusrnes, urc. rwun uc[ i i uo:ur: i to eue i rage i ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-9FaWY?YFpPXW RNyOwD184jZ7zU_8wDTQ_7Ncc?yUYLs 1-6.0 1-6.0 Scale =1:8.3 m �a. LOADING (pso SPACING- 2-0-0: CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.01 3 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.02 3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 5lb. FT'=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1b-0-0 oc bracing.. REACTIONS. (size) 1=0-1-8, 2=Mechanical Max Horz 2=42(LC 12) Max Uplift 1=-37(LC 12), 2= 14(LC 12) Max Grev 1=76(LC 17), 2=69(LC 17) FORCES. (lb) -Max. Comp./Max. Ten..- All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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.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 at joint(s) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2.. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, M6. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1:1,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not p 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 repuired 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 ANSUTP11 Quality Criteria, DS8789 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 GHO Homes - Tacoma - Traditional T25608284 2931979-GHO-1007MW . CJ03 Jack -Open 1 1 Job Reference (optional) vu,wcm , uawuuwv tr,ai n vuy,Haul uny, 8.43U 5 HUg 1 O ZUZ I MI I eK Inausines, Inc. Mon uci 11 Un:U/:l a zuzl rage 1 I D:OyAj Bm2?TRQgYMVts_wlsyzNVH_-9FaW Y?YFpPXW RNyOwD 184jZ5mU_NwDTQ_7Ncc?yUYLs 3-0.0 3-0.0 Scale: 1 "=1' m 0 2x4 = ST1.5x8 STP= 3.0-0 3.0-0 Plate Offsets (X,Y)-- [1:0-1-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.23 Vert(LL) -0.00 1-3 >999 360 MT20 244/190 TCDL .. 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999: 240 . BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 10 lb FT = 20 LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=82(LC 12) Max Uplift 1=-21(LC 12), 2=-81(LC 12) Max Gram 1=120(LC 17), 2=11O(LC 17), 3=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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 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 100 lb uplift at joint(s) 1, 2. 7) This manufactured product is designed as an individual building component. The'suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 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 . , ANS11TPII Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes -Tacoma - Traditional T25608285 2931979-GHO-1007MW . CJ3 Jack -Open 16 1 Job Reference (optional) ounucra niarouwcc tnarn �Ry,FL), nanr Vuy, rL - JJDO/, 0.4JU S Aug 76 ZU2l mi I eK InousineS, Inc. mon VCt 11 uu:U/:21 2U21 rage 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVFL 5eiHzgZVKOnDgg6P2e4c9BflllgrO7yjSRsihtyUYLq .2-0-0 3 0 0 2.0-0 3-0-0 Scale=1:15.3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.80 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC .0:08 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 FBC2020frP12014 Matrix-P Weight: 17lb 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. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=167(LC 12) Max Uplift 3=-28(LC 9), 2=-302(LC 12) Max Grav 3=33(LC 8), 2=378(LC 17), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 25.0 (lb) or less except when shown. NOTES- (7) 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=.16ft; B=75ft; L=60ft; eave=7ft; Cai.. 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) -Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Gt=lb) 2=302. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters showri,:and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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?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 GHO Homes - Tacoma - Traditional T25608286 2931979-GHO-1007MW CJ5 JACK -OPEN 9 1 Job Reference (optional) 11, rlaia v y, r - owor, o.9ou s HUy Io eue r Ivil I eK Inuuslnes, Inu. mon uct I 1 umui:zie zuzl rage i ID:OyAjBm2?TRQgYMVts_wlsyzNVH= agFfBOa75Kv4lghbbLbriMBT1 hzH7ZCsh5bGDKyUYLp -2-0-0 5-0-0 2-0-0 5-0.0 Scale=1:20.2 2x 1 4-10-11 Plate Offsets (X,Y)-- [2:0-1-7,0-1-8) LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) . -0.03 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0:25 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 Weight: 23 lb " 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=221(LC 12) Max Uplift 3=-82(LC 12), 2=-279(LC 12) Max Grav 3=146(LC 17), 2=435(LC 17), 4=91(LC 3). FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5:Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft;.Cat. II; Exp.C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reaction's 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to. truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=279. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1.1,2021 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 componerit, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall_ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MIT61C 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-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes - Tacoma- Traditional T25608287 2931979-GHO-1007MW CJ5A Jack -Open Girder 2 1 Job Reference (optional) umwcm uawvuiw inarn vuy, r'I, nanr uny, aoaor, .2-0.0 m -1 0 21 1 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 TCDL 15.0 Lumber DOL . 1.25 BC 0.32 BCLL 0.0 ' Rep Stress Incr NO WB 0:00 BCDL 10.0 Code FBC2020/TP12014 Matrix-P 0.40U S Aug 10 GUG t NII I eK IMUSmeS, mc. mon uci i l umu/:'zj zu'Ll rage i ID:OyAjBm27TROgYMVts_wlsyzNVH= 21plOMblseixv_Gn9364EZkiz5lYsOSOvILpimyUYLo 3-11-7 3-11-7 3117 3-11-7 DEFL. in (loc) Udefl Ud Vert(LL) -0.01 ..2-4 >999 360 Vert(CT). . -0.03 2-4 >909 . . 240 Horz(CT) -0.00 3 n/a : : n/a Scale=1:17.6 PLATES GRIP MT20 244/190 Weight: 20 lb' FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP 140.2 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing... OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=193(LC 8) Max Uplift 3=-54(LC 5), 2=-277(LC 8) Max Grav 3=88(LC 13), 2=437(LC 25), 4=207(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; B=75ft; 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 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 (jt=lb) . . 2=277. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down at 2-4-12, and I I I lb down and 22 lb up at 3-10-11 on bottom chord. The design/selection of such connection devices) 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). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Lads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 4=-111(F) 8=-106(F) Joaquin Velez PE N6.69182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 8k• Welk'. is always required for stability and to prevent collapse, with possible personal injury and property damage. For general guidance regarding the Idly 1 . 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.lnformatlon. available from Truss Plate. Institute,.2670 Crain Highway, Suite. 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608288 2931979-GHO-1007MW D01 Roof Special Girder 1 i Job Reference (optional) uuora rnaiouoicc main �ny, 1W, ndnr t,ny, rL - 00001, 6.4JU S Aug I U ZUZI mi I eK mousines, Inc. Mon uci I l Ut1:U7:24 ZU21 rage l ID:OyAjBm2?TRQgYMVts_wlsyzNVH= WDNPcicNdx9oXBr_jmdJnnHshVXxbKn98P4NHCyUYLn 6-4-6 11-1-8 15-B-15 17-1-7 17-4-15 6.4-6 4-9-3 4-7-7 1-4-8 .3- Scale=1:29.9 2x4 11 6.00 F12 Fs6 = . — 6 2x4 6x8 — 17 10 18 19 9 20 21 8 22 11 44' 4x8 = 4x4 = 23 6-3-7 24 7 6x8 = v h m C6 o N LOADING (psf) SPACING- 2-0-0, CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.60 Vert(LL) 0.17 7-8 >999 . 360 MT20 244/190 TCDL . 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.27 7-8 >748 :240 BCLL 0.0 ' Rep Stress [nor NO WB 0.64 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 96lb FT=20/ LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, BOT CHORD 2x4 SP No.2 `Except" except end verticals. 7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-3-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 11=Mechanical Max Horz 11=85(LC 21) Max Uplift 7=-607(LC 8), 11=-450(LC 8) Max Grav 7=1325(LC 1), 11=1165(LC 25) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 1986/818, 3-4=-1985/818, 4-5=-2137/951 BOT CHORD 9-11=-371/708, 8-9=-991/2147, 7-8=-321/676 WEBS 5-7— 1218/590, 2-11=71188/554, 5-8=-765/1691, 2-9=-571/1489, 4-8=-445/327, 3-9= 494/330 NOTES- (10) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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:comporent. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer tagirder(s) for truss to truss connections. . 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=607, 11=450. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 156 lb down and 111 lb up at 1-8-15, 156 lb down and 100 lb up at 3-9-11, 156 lb down and 100 Ib up at. 5-9-11, 156 lb down and 100 lb up at 7-9-11, and 187 lb down and 164 lb up at 9-9-11, and 194 lb down and 169 lb up at 11-7-3 on top chord, and 52 lb down at 1-9-11, 52 lb down at 3-9-11, 52 lb down at 5-9-11, 52 lb down at 7-9-11, 52 lb down at 9-9-11, 58 lb down at 11-7-3, and 192 lb down and 124 lb up at 13-7-3, and 192 lb:down and. 101 lb up at 15-7-3 on;bottom chord. The design/selection, of, such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Continued on page 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 ® 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 foram Individual building component, not wt 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 ANSI?PII 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 GHO Homes - Tacoma - Traditional T2560828B 2931979-GHO-1007MW DOI Roof Special Girder 1 1 Job Reference (optional) u IIIIU6,J r„JlJUU1Gtl k- R l+lly, rL/, ndrn t,ny, rL - oabbr, 0.43U S Aug 1 b ZUZI mi I eK Inauslnes, Inc. Mon uct 11 Ut5:U/:24 ZUZI Page 2 ID:OyAj Bm2?TRQgYMVts_vdsyzNVH_-W DNPcicNdx9oXBr-jmdJnnHshVXxbKn98P4NHCyUYLn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-5= 70, 5-6= 70, 7-11=-20 Concentrated Loads (lb) Vert: 2=-45(B)12=-45(B)13=-45(B)14=-45(B) 15=-91(B) 16=-101(B) 17=-26(B) 18=-26(B) 19=-26(B) 20=-26(B) 21=-26(B) 22=-29(B) 23=-192(B) 24=-192(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, 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 ANS117PI1 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 GHO Homes - Tacoma - Traditional T25608289 2931979-GHQ-1007MW D02 Roof Special 1 1 Job Reference (optional) an, v ly, mil, r,an, vuy, - ooaoi, 3-8-15 0.46V S MUg It) ZUe I Mr t eK InOUSIDes, mc. mon uci i i Uti:Uf:zS zUzl rage i I D:OyAjBm2?TRQgYMVts_wlsyzNVH_-_Pxnp2cOOFHf9l PAHUBYJ—p?vvwcKoOI N3gwgfyUYLrr 13.0-7 17-4-15 2-7-8 4-4-B Scale = 1:30.6 6.00 12 3x4 4x8 = 2 11 46 = 12 3 9 8 7.. 6 O3x4 3x6 I1 3x4 = = 3x8 = 6x8 3.8-15 3.8-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud, PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.76 Vert(LL) . -0.06 6-7 >999 360 -MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0:53 Vert(CT) -0.14 6-7 >999 240 . BCLL 0.0 ' Rep Stress Indr YES WB 0.55 HOrz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 96lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, BOT CHORD' 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-6-8 oc bracing. r REACTIONS. (size) 6=Mechanical, 10=Mechanical Max Horz 10= 70(LC 10) Max Uplift 6=-297(LC 12), 10=-291(LC 12) Max Grav 6=770(LC 1), 10=770(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or'less except when shown. TOP CHORD 1-2=-802/586,'2-3= 949/751, 3-4=-1060/774, 1 =1 0=-742/574 BOT CHORD 7-9=-507/670, 6-7=-806/1087 WEBS 2-9=-201/254, 2-7=-180/353, 4-6=-1178/889, 1-9= 475/726 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-1-12 to 3-8-15, Exterior(2R).3-8-15 to 9-8-15, Interior(1) .. 9-8-15 to 10-4-15, Exterior(2E) 10-4.15 to 13-0-7, Interior(1) 13-0-7 to 17-3-3 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) 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) 6=297, 10=291. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: October .1:1,2021 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 verifythe 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 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 ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Ins titute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. .. Tampa, FL36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608290 2931979-GHO-1007MW D03 Roof Special 1 1 Job Reference (optional) .. �•����� v —Y, 1, ,a,11 •y, I -Sao o.vou s muy I o eue I Ivu I eK Inuustnes, Inc. Ivion uci 11 ut1:u7:zti Zuz1 rage 1- ID:OyAj Bm2?TRQgYMVts_wlsyzNVH_-ScVA00de9ZP W mR_MgBfnsCMBYJC03GDSbjZTM5yUYU 5.8-15 8.4-15' 15.0-7 17-4-15 5-8-15 �. 2-8-0 6-7-8 2-4-8 4xB = Scale: 3/8"=1' 46 = 2 3 4x4 9 8 7 6 04 3x6 I1 3x4 = x4 = 48 = 6x8 = . 58=15 8-4-15 17-4-15 5-8-15 2.8-0 9-0-0 Plate Offsets (X,Y)--[1:Edge,0-1-121,'[2:0-5-4;0-2-01, [3:0-3-4,0-2-01 LOADING (pso SPACING- 2-0-0. CSI. DEFL. in .(loc) I/deft Ud PLATES GRIP ". TCLL 20.0 Plate Grip DOL 1.25 TIC 0.83 Vert(LL) . . -0.17 6-7 >999 360. MT20 244/190 TCDL 15.0 Lumber DOL ' . 1.25 BC 0.78 Vert(CT) -0.35 6-7 >586 240' BCLL 0.0 Rep Stress Inor YES WB 0.51 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 .:Code FBC2020/TP12014 Matrix-SH Weight: 100 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. REACTIONS. (size) 6=Mechanical, 10=Mechanical Max Horz 10=135(LC 11) Max Uplift 6=-292(LC 12), 10=-296(LC 12) Max Grav 6=770(LC 1), 10=770(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or,less except when shown. TOP CHORD 1-2= 835/608, 2-3=-778/716, 3-4=-971/652, 1 -1 0=-710/581 BOT CHORD 7-9=-402/665, 6-7— 1024/1250 WEBS 2-7— 157/327, 4-7=-549/667, 4-6=-1363/1222, 1-9=-355/607 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 8-4-15, Exterior(213)'.8-4-15 to 14-4-15, Interior(1) . 14-4-15 to 17-3-3 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 trusscomponent. 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) 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) 6=292, 10=296. 9) This manufactured product is designed as an individual building component. The suitability and use ofthis component for any - particular building is the responsibility of the building designer per ANSI TPI.1 as referenced by the.building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: " October.-11,2021 Q WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE.: ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is foran individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord 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 ANSIITP11 Duality 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 36610 Job Truss Truss Type cny ' Ply GHO Homes - Tacoma - Traditional T25608291 2931979-GFIO-1007MW . D04 ., Common 1 i Job Reference (optional) ••�•"�•'•"" �• •" •• " •Y, r, • - 0.4ou s r uq 10 LUL 1 Ivll 1 en Inuu5lnes, inc. Ivlun Vct r 1 Utl:ureo zuei rage 1 I D:OyAj Bm2?TRQgYMVts_wlsyzNVF -ScVA00de9ZPW mR_MgBfnsCMBSJDF3J7SbjZTM5yUYLl 5-5-4 10.4-0 _17-4-15 5-5-4 4-10-12 7-0-15 5x8 — Scale =1:35.0 3 3x4 = . 3x4 = 3x4 ST1.5xB STP = 8-10-0 8-10.0 Plate Offsets ge LOADING (psf) SPACING- 2-OrO CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.84 -Vert(LL) . -0.11 54 >999 . . 360. MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.23 1-7 >900 240 . BCLL 0.0 Rep Stress.lncr YES WB 0.26 Horz(CT) 0.02 5 n/a n/a ' BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 84 lb FT = 20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-4-4 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (size) 1=0-8-0, 5=Mechanical Max Horz 1=-194(LC 10) Max Uplift 1=-286(LC 12), 5=-296(LC 12) Max Grav 1=763(LC 17), 5=762(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1217/872, 2-3=-921/692, 3-4=-300/324, 4-5=-370/404 BOT CHORD 1-7=-822/1128; 5-7=-387/643 WEBS 2-7=-441/474, 3-7=-208/505, 3-5=-690/347 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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.10-4-0, Exterior(2R) 104-0 to 16-4-0,-Interior(1) 16-4-0 to 17-3-3 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. 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 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 1=286, 5=296. 8)'This manufactured product is designed as an individual building component. The suitability anduse of this component for any particular building is the responsibility of the building designer per ANSI, TPI 1 as referenced by the building code. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date., October-11,2021 0 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 tor'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 . AIVSYTP11 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 GHO Homes -Tacoma - Traditional T256OB292 2931979-GHO-1007MW . D05 Roof Special 1 1 Job Reference (optional) uunuow nawuww trmin v 1y,.11), 1..nt �Ky, rL- OOOor, UAJU S Hug 10 zU41 MI1 eK Inausmes, Inc. Mon Uci 11 uti:Ut:zt zuzl rage i ID:OyAjBm2?TRQgYMVts_wlsyzNVH_ wo3YEkeGwsXNObZZOvBOPPvJbiVCodgbgNJ1 uXyUYLk 2-8-7 3-11-7 10.4-0 17-4-15 22 8-7 1-3.0 6.4-9 7-0-15 A 6x8 = 6.00 12 5 ST1.5xB STP= 10 - 7 2x4 13x8 = 3x6 II 2x4 I I 2-8-7 3-11-7 10.4-0 17-4=15 Scale=1:35.4 a 1n, ,-/-- LOADING (pso Lc.u-u-ic, �.u4olY L-r.uv-ui�u4cl, Lu.uv-v,u-,vl, SPACING- 2-0-0 t'i CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL . . 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.32 10 >630 . . 360. MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0:97 Vert(CT) -0.47 10 >431 240 . BCLL 0.0 ' Rep Stress Incr YES WB ' 0.87 Horz(CT) 0.24 7 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-SH Weight: 104lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-4: 2x6 SP M 26 except end verticals. - BOT CHORD 2x4 SP No.2 *Except BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing. Except: 12-13: 2x4 SP No.3, 2-11: 2x4 SP No.1, 3-9: 2x6 SP No.2 10-0-0 oc bracing: 9-11 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=Mechanical Max Horz 1=-192(LC 10) Max Uplift 1=-275(LC 12), 7=-292(LC 12) Max Grav 1=787(LC 17), 7=769(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-386/153, 2-3=-3186/2204, 3-5=-2301/1759, 5-6=-838/599, 6-7=-702/575 . BOT CHORD 2-11=-2216/3269, 8-9=-419/584, 3-11= 433/478 WEBS 6-8=-271/597, 5-11=-1252/1717 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat.' II; Exp Q Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E).0-4-0 to 6-4-0, Interior(1) 6-4-0 to 10-4-0, Extedor(2R) 10-4-0 to 16-4-0, Interior(1) 16-4-0 to 17-3-3 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) 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 wine 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 ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of -bearing surface. . 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=275, 7=292. 9) This manufactured product is designed as an individual. building component. The msuitability and use of this component, for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 '® 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 MiTekrel connectors. This design is based only upon parameters shown,:and is toran 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 MITBk• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, sea . ANS117PI1 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 GHO Homes - Tacoma - Traditional T25608293 2931979-OHO-1007MW . D06 Common, 3 Job Reference (optional) ouuucra nrawuurca tnarn i uy, rLl, runt Umy, rL - JJ001, UAJU S Aug 70 2U21 mi I eK InousineS, Inc. mon uct 11 ud:ut:xtf 2uzi rage i ID:OyAjBm27TRQgYMVts_wlsyzNVH_-O_dwR4fuhAfEO181yci FxdRU 16vAXEol312aR_yUYLj -2-0.0 5.5-4 10-4-0 • • j. 17-4-15 2.0-0 5-5-4 4-10-12 7-0-15 —, 5x8 4 r' V :2x4 C Scale=1:35.6 Plate Offsets (X,Y)-- 12:0-2-10,0-1-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.11 6-8 >900 360. MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.22 6-8 >924 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix-SH Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-7-11 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 4-6 REACTIONS. (size) 2=0-8-0, 6=Mechanical Max Horz 2=214(LC 11) Max Uplift 2=-481(LC 12), 6=-280(LC 12) Max Grav 2=949(LC 17), 6=749(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD. 2-3=-11821825, 3-4=-882/658, 4-5=-300/328, 5-6=-370/405 BOT CHORD 2-8=-769/1067, 6-8=-370/623 WEBS 3-8=404/4421 4-8— 172/488, 4-6= 663/322 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.bpsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 10-4-0, Exterior(2R) 10-4-0 to"! 6-4-D; Interior(1) 16-4-0 to 17-3-3 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. 4) This truss has been designed for a 10.0 psf bottom chord live load.nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0.wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection.(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=481, 6=280. 8) This manufactured product is designed asan individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI.1 as referenced by the building code. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and'Is 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 Injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see . ANS117PI1 Quality Criteria, DSB-89 and SCSI Building Component .. 6904 Parke East 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 GHO Homes -Tacoma - Traditional T25608294 2931979-GHO-1007MW D07 Roof Special 1 1 Job Reference (optional) 111, morn i ny, 11-.ouaor, 0.4JU 5 Aug 113 ZUZ I mi I eK moustnes, Inc. mon uci r1 utru/:zu zuxi rage i ID:OyAj Bm2?TRQgYMVts_wlsyzNVH_-sBAIfPfW SUn5dvjxWJDU Uq_i I W CpGgbulhoBzQyUYLi 2-0-0 5-5-4 10.4-0 14-1.0 17-4.15 2-0-0 5-5-4 4-10-12, 3-8.0 3-4-15 4x6 - 4 Scale =1:36.1 m n N 7-3-4 10-4.0 14-0.0 17-4-15 7-3-4 3-0-12 3-8-0 3-4-15 Plate Offsets (X,Y)--[2:0-2-9,0-1-81,[6:0-3-1,0-1-151,[9:0-4-0,0-3-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in .(loc) Udefl Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC. 0.67 Vert(LL) -0.22 2-9 >945 360 MT20 244/190 TCDL, 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.43 2-9 >470 240 BCLL 0.0 ' Rep Stress Incr •' YES WB 0.28 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 97lb' FT=20%, . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. . WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 6-2-6 oc bracing. 7-8: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=269(LC 12) Max Uplift 8=-294(LC 12), 2=-468(LC,12) Max Grav 8=749(LC 1), 2=958(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1162l774, 3-4=-792/518, 4-5=-717/521, 5-6=-844/617, 6-8=-694/534 BOT CHORD 2-9=-867/1045 WEBS 3-9=-456/489, 4-9=-55/370, 6-9=-285/527 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 10-4-0, Extedor(2E).. 1. 0-4-0 to 13-11-9, Interior(1) 13-11-9 to 17-3-3 zone; cantilever left and right exposed ;C-C for members and forces & M.WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) .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 rionconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.015sf 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 Qt=lb) 8=294,2=468. 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE NoAll82 MiTek USA, Inc. FL Ceft 6634 6904 Parke East Blvd. Tampa FL 3.3610 Date: October 1.1,2021 . 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 shbwri, andjs foran Individual building eomponerit, 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, PSB-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 GHO Homes -Tacoma - Traditional T25608295 2931979-GHQ-1007MW DOB Roof Special 1 1 Job Reference (optional) owwoia nrarouu— tndra i 11y, FL), ridnt k1ay, rL -.0000r, VAJU s Aug I b ZUZI ml I OK InausineS, Inc. mon VCt 11 u8:u/:3u zuzl Page 1 I D:OyAjBm27TROgYMVts_wlsyzNVH_-LNkgslgBDnvyF31731 kjO2 W s_wY125L1 W LXhVsyUYLh 2.0-0 5-5-4 10-4-0 12-0.0 17-4-15 2.0-0 5.5-4 i 4-10-12 1-8-0 5-4-15 4xq —. Scale = 1:36.1 4 3x4 II n N 10-4-0 17.4-15 10-4-0 7-0-15 Plate Offsets (X,Y)-- [2:0-2-9,0-1-81,[9:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in .(Ioc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC. . 0.74 'Vert(LL) -0.22 2-9 >945 360. MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC ,0:84 Vert(CT) -0.43 2-9 >471 240 . BCLL 0.0 Rep Stress Incr YES WB 0:44 Horz(CT) 0.02 8 n/a n/a' BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH-Weight:102Ib- FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=324(LC 12) Max Uplift 8=-306(LC 12), 2=-455(LC 12) Max Grav 8=749(LC 1), 2=969(LC 17) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 256 (lb) or less except when shown.' TOP CHORD 2-3=-1162/740, 3-4=-793/482, 4-5=-673/481, 5-6=-716/517, 6-8=-696/552 BOT CHORD 2-9= 910/1050 WEBS 3-9=-450/492, 4-9=-18/358, 6-9=-453/617 s. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=6011; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2.1-7 to 3-10-9, Interior(1) 3-10-9 to 10-4-0, Exterior(2E) 10-4-0 to 11-11-9, Interior(1) 11-11-9 to 17-3-3 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 tri)ss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-670,tall by 270-0 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 Gt=lb) 8=306, 2=455. 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top -and/or. bottom chord. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI i as referenced by the building code. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1:1,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MIJ-7473 rev. 5/19/2020 BEFORE USE.. ' Design valid for use only with MiTek® connectors. This design Is based_ only upon parameters shown, andis for 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 ANS11TPII 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 GHO Homes - Tacoma - Traditional T25608296 2931979-GHO-1007MW . D09 Half Hip . 1 1 Job Reference (optional) Duuuers nrstauume triant Uny,rr_l, riant ugly, rt_-.5a001, - a.43Us Hug 16 2u21 mi I eK industries, Inca Mon Uct 11 U8:U7:31 2U21 Page 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-pZ1345hm_51 ptDtKdkFyZF31 i KtJkTvBI?HEl lyUYLg -2-0-0 5-7-4 10-8-0 17-4-15 2-0-0 5-7-4 5-0,12 6-8-15 4x6 = Scale = 1:36.0 3x6 5 4 14 15 10-8.0 . 17-4-15 1 n_a_n - . a.a_1 s LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) . . -0.26 2-8 >773 . . 360 MT20 244/190 TCDL. .. 15.0 Lumber D.OL . 1.25 BC .0.90 Vert(CT) -0.53 2-8 >383 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 . Matrix-SH Weight: 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 4-8-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. . WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=378(LC 12) Max Uplift 6=-322(LC 12), 2=439(1_13 12) Max Grav 6=74.9(LC 1), 2=983(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1178/66813-4=-757/405, 4-5= 627/449, 5-6=-705/582 BOT CHORD 2-8=-896/1057 WEBS 3-8= 481/495, 5-8=-559/791 NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS-(directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 10-8-0, Exterior(2E) 10-8-0 to 17-3-3 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load.nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the, bottom chard and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Gt=lb) 6=322, 2=439. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any:: - particular building is the responsibility of the'building designer per ANSI TPI '1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: - October 11,2021 . Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. Mil-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,:and Is 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' MiTeW 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 . ANSUTPtr Quality Criteria, DSBr89 and BCSI Building Component 6904 Parke East Blvd. ' Salety./nlormation available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608297 2931979-GHO-1007MW D10 . Half Hip 1 1 Job Reference (optional) Duuuers r-nrsiouurue trrarn uny, rL/, riam uny, rL - 33001, t7.43U S Aug l ti ZUZI MI I eK mauStnes, Inca Mon uct 11 U3:U/:31 2U21 rage 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_ pZ1345hm_51ptDtKdkFyZF32QKtSkQwBI?HE11yUYLg -2-0-0 8.0-0- 12110 17-4-15 2-0-0 8.0-0, 4.8-0 4-8-15 5x6 _ Scale=.1:41.2 2x4 II 6.00 F12 5 4 14 .' 1 - 2 2.4 0 eo0 8-0-0 �i ra•n-a-D n-a-4i_ran-a-o n-a-ni LOADING (psf) -SPACING- 2-0-0. CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC_ . 0.70 Vert(LL) . -0.34 6-8 >603 .. 360. MT20 244/.190 TCDL 15.0 Lumber DOL 1.25 BC .0:95 Vert(CT) -0.53 6-8 >380 240 . BCLL 0:0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 99 lb FT = 20 % . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-8.oc pudins, BOT CHORD 2x4.SP No.2 except end verticals. . WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=432(LC 12) Max Uplift 6- 341(LC 12), 2=-421(LC 12) Max Grav 6=93.9(LC 17), 2=1 129(LC. 17) FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250 (lb) or less except when shown.' TOP CHORD 2-3- 1354/452, 3-4=:1386/734 BOT CHORD 2-8=-730/1188, 6-8=-348/484 WEBS .. '3-8=-549/587, 4-8=-632/1178, 4-6=-786/591 NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS:(directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1).3.10-9 to 12-8-0, Exterior(2E) 12-8-0 to 17-3-3 zone; cantilever leftand nght.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 noconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom.chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 6=341, 2=421.. 8) This manufactured product is designed as an individual building: component. The suitability and use of this component for any . particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 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 rL p Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see . ANSI?PII Duality Criteria, DSB-89 and BCSI Building Component.. , . 6904 Parka East Blvd. - Safety Information available from Truss Plate. Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ - - Tampa, FL 36610 - Job Truss Truss Type Qtq Ply GHO Homes - Tacoma - Traditional T25608298 2931979-GHO-1007MW . D11 . Roof Special Girder 1 JJob:Reference (optional) _"yr, 11, 1 v,,y, , 1 - -.1 0.90V s nuy t O LVL r ivii I eK inuusrnes, Inc. rvion ljci it umut:J3 eue t rage i ID:OyAjBm2?TRQgYMVts_wlsyzNVH= 1yQpUnjl WiHW 6W 1 il9HQegBMz7avCMtUCJmL6ByUYLe -2-0-0 A-10-01.6-q ' 6-2-0 9-10-0 13-6-0 16-8-0: 19-4-15 2-0-0 b-10-Ob-6 3-8-0 3-8-0 3-2-0 2-8-15 5x6 = Scale=1:45.4 2x4 II 6 7 I Ico A 2x4 13 12 11 10, 3x8 = 4x4 = 3x4'11' 10.01-6-0 6-2-0 9-10-0 13-6-0 19-4-15 -10.0 8- — 4-8-0 3-6-0 3-6-0 5-10-15 Plat. Offcatc /X V1__ r9•n-9-in o-1-Ri-rq-n-9-11 n-9-Ai rA.n-F-A n_q-RTrA-n-q-n n-9-ni ro-n-9-A n-9-ni r19•n 9-A n-1-Ri rlA.n 9-n n-n-ni .. . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.11 10-11 >999 360, MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC .0.89 Vert(CT) -0.26 10-11 >868 240 . BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.03 8 n/a , n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 143 lb' FT=20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc pudins, 3-4: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-10: 2x4 SP No.3 7-3-15 oc bracing: 11-12. WEBS 2x4 SP No.3 10-0-0 oc bracing: 12-14 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 4-12 REACTIONS. (size) 8=Mechanical, 2=0 8-0 Max Horz 2=414(LC 8) Max Uplift 8=-379(LC 8), 2— 683(LC 8) Max Grav 8=901(LC 28), 2=1269(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1359/489, 3-4=-771/157, 4-5=-1261/342, 5-6— 1282/496 . BOT CHORD 2-14=-613/1179, 11-12==626/1831, 5-9=-526/363, 8-9- 167/373, 12-14- 162/672, 3-14=-92/567 - WEBS 12-18=-1530/452, 4-18=-1330/461, 4-11= 405/269, 9-11=-671/1891, 4-9= 745/159, 6-9=-560/1368, 6-8= 838/385, 14-18=-170/348 NOTES (10) 1) Wind: ASCE 7-16;, Vult=160mph (3-second gust) Vnc1=124rnph; TCDL=5.Opsf; BCDL=6.0psf; h=16ft; B=75ft; 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the useof 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 bn the bottom chord in all areas where a rectangle 3-6-0.tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6)'Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 8=379, 2=683. 8) .Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 177 lb down and 263 lb up at 1-6-0, and 95 lb d6wn :and 3.0 lb. up at 3-1-13 on top chord,. and 299 lb down and 236;lb up at 1-7-12 on bottom chord.. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any. particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Continued on page 2 Joaquin Velez PE No.60182. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1.1,2021 ® 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 buiiding.design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always re quired 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, DSB789 and BCSI Building Component .. .. 6904 Parke East Blvd: Safety Information. available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty. Ply GHO Homes - Tacoma - Traditional T25608298 2931979-GHO-1007MW D11 Roof Special Girder 1 1 Job Reference (optional) ouuurna nrarouww trmrn any, FL.), riura ldly, rL-.dJOb/, 0.401.1 S Aug lb ZUZI MI I eK InauSines, Inc. Mon Uct 11 Ub:U/:33 zuzi rage z ' ID:OyAjBm27TRQgYMVts_wlsyzNVH= 1yQpUnj.l W iHW6W 1 il9HQeg8Mz7.avCMtUCJmL6ByUYLe LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25,, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 6-7=-70, 2-14=-20, 12-13=-20, 10-12=-20, 8-9=-20 Concentrated Loads (lb) Vert:. 3=113(F) 14=116(F) 19=-7(F)' 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 useonlywith 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 MITpk• 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. Salatylnlormation available from Truss Plate. lnstitute, 2670 Crain Highway, St ite.203 Waldorf, MD 20601 .. .. .. Tampa, FL'36610 Job Truss Truss Type : city. Ply GHO Homes - Tacoma - Traditional T25608299 2931979-GHO-1007MW . D12 . Roof Special 1 1 Job Reference (optional)' ounuera nrow-wcv tnGnl \Any, rt.), ralnl i.ny, rL-000D1, 0.4JU 8 Hug I0 ZUZI MI I ex mousines, Inc. Mon UCi I I Ut):U/:J4 ZUZI rage i I D:OyAj Bm27TRQgYMVts_wlsyzNVH_-DB_Bi7jfHOPNkgbvltpfBuhYgXudxnrdRzVvedyUYLd i -2-0-0 0-10-0 3-6-0 . 8-2-0 1a 4-B " 11.7=8 ".13-6-0 18-8-0 T 4-1b 2-0.0 b-10-d 2-8-0 ' 4-8.0 2-2•B1-3-0 1-10-8 5.2.0 -8-1 5x6.— Scale=.1:49.9 6 7 6x8 i 5 29 00 ab m 5x8 = - 4x6 a OP co 6.00 r12 3 m 2 2 0 m 117x10 � 9 Io 01 1 16 6x8 = . STP 4x8 3x 18 15 14 13 .. 12 3x4 = 3x4 = 13-6-0 ' p-10-0 1.10-0 3-6-0 8-2-0 10-4-8 11-7-8 12-7-10 19.4-15 -10- 1-0-0 1-8-0 4-9-0 2-2-8 1-3-0 1-0-2 10-6 5-10-15 Plate Offsets (X Y)-- [2:0-2-10 0-1-8] [3:0-6-0 0-2-8] [5:0-3-9 0-2-4] [6:0-3-0 0-2-0][10:0-3-0,0-1-8];111:0-4-8,Edge], [12:Edge,0-1-8], [16:0-5-8,Edge] LOADING (pst) SPACING- 2-0-G CSI. DEFL. in (]cc) Vdefl Ud PLATES GRIP " TCLL 20.0 Plate Grip DOL 1.26 TC. 0.69 Vert(LL) 0.24 11 >930 . 360. MT20 244/190 TCDL 15.6 Lumber DOL 1.25 BC 0:99 Vert(CT) .-0.45 10-11 >500 : :240 . BCLL 0.0 Rep Stress [nor YES WB 0.92 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix-SH Weight: 157 lb FT = 20% . LUMBER- BRACING - TOP CHORD2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-2 cc pudins, BOT CHORD, 2x4 SP No.2 *Except* except end verticals. " 10-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: WEBS 2x4 SP No.3 5-8-0 cc bracing: 2-17 OTHERS 2x4 SP No.3 6-8-0 cc bracing: 9-10 WEBS 1 Row at micipt 5-11, 5-8 REACTIONS. (size) B=Mechanical, 2=0-8-0 Max Horz 2=469(LC 12) Max Uplift 8= 382(LC 12), 2=-438(LC 12) Max Grav 8=913(LC 17), 2=1055(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. 7 All forces 250 (lb) or less except when shown. TOP CHORD:. 2-3=-1552/641, 3-4=-2841/1294, 4-5=-3368/1606 BOT CHORD 2-17=-1016/1376, 16-1:7=-1015/1376, 10-11=-595/870, 9-10=7703/1071, 8-9=-703/1071 WEBS 4-11=-1786/979, 5-11=-'1300/2436, 5-9=0/352; 5-28=-1265/824, 8-28=-1348/914, 3-1 1=-752/1596,11-16=-8B3/1139, 13-16— 132/273 NOTES+ . (9) . . . . . . . 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat.. .. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E).-2-1-7 to 8-2-0, Interior(1) 82-0 to 18-8-0, Extedor(2E) 18-8-0 to 19-3-3 zcne; 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) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for 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. 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=382, 2=438. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE N6.68182 Mi rek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 3.3810 Date:.. October 1:1,2021 Q WARNING -Verify designparameters 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 properlya trusssystem. Before use, the building designer must verify the applicability of design parameters and 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 MiT®k' is always required forstability 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 ANS//TPII Quality Criteria, DSB-89and BCS1 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 GHO Homes - Tacoma - Traditional T25608300 2931979-GHO-1007MW E1G Roof Special Girder 1 1 Job Reference (optional) ounuera rubiauurue trrant %,ny, rLl, 200 , 2-0-0 `? 2x4 6 3x4 = ruin uny, rL-.JJoor, 5-0.0-B-Q 9-11-2 5.0.0. 8- 4-3-2 ST1.5x8 STP = 3x8 = t5.4JU S Aug 16 zUzl m1 I eK mousineS, Inc. man uci i i uu:U/:Jb zuz1 rage 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-hKYZvTkH1 KYEMgA5saKuj5EeCxHagEgngdFSA4yUYLc 14-4.0 18-0.0 21-8.0 26-0-0 4-4-14 3-8-0 3.8-0 4-4.0 =. Scale = 1:46.6 5x8 2x4 11 6 7 1.1-2 14-4-0 21-8.0 ' 26-0-0 J 3-2 4-4.14 7-4-0 4-4-0 1. LOADING (psf) p SPACING- 2-0-0. CSI. DEFL. in .(loc) " Well Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) . . -0.11 10-12 >999 360. MT20 244/190 TCDL, 15.0 Lumber DOL 1.25 BC 0:75 Vert(CT) -0.27 10-12 >922 ;240 . BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(CT) 0.01 8 n/a Wa BCDL 10.0 Code FBC2020(rP12014 Matrix-SH a Weight: 150 lb FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Ex6epY TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at micipt 5-9 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0, 12=0-8-0 Max Horz 2=423(LC 8) Max Uplift 8= 349(LC 21), 2=-11'1(LC.9), 12=-724(LC 8) Max Grav 8=825(LC 13), 2=85(LC 18), 12=1861(LC 25) FORCES. .(lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD . 2-3=-502/821, 3-4=-322/629, 4-5=-1465/369, 5-6=-627/130 " BOT CHORD ' 2-12- 616/180, 10-12=-430/34, 9-10=-583/1503, 8-9= 202/486 WEBS 5-10=-409/267, 6-9=-66/534, 6-8=-864/359, 4-12= 1633/820, 3-12= 609/388, 4-10= 629/1978; 5-9=-1090/405 NOTES- (10) 1) Wind:"ASCE.7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft;:Cat. . 11; Exp Q. Encl., GCpi=0.18; MW FRS (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) .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 alive load of 20.Opsf 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. 6) :Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 8=349,.2=111, 12=724. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 300 lb down and 225 lb up at 5-0-0 on top chord, and 239 lb down and 76 lb up at 4-11-15, and 52 lb down' at 5-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.. . 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front;(F) or. back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per, ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 Joaquin Velez PE No.68182 MiTek USA, Ino. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE.. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not " a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek 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 , ANSIMPlf Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway; Suite 203 Waldorf, MD 20601 a Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional . . T25608300 2931979-GHO-1007MW E1G Roof Special Girder 1 1 Job Reference (optional) a ,a —Y, 11, , -„r, , I- .+ o.vaus'muy i o evz i rvn i eK inuustnes, inc. man um i i uo:ur:jo zuei rage z ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-hKYZvTkH1 KYEMgA5saKuj5EeCxHagEgngdFSA4yUYLc LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-6=-70, 6-7=-70, 2-8=-20 Concentrated Loads (lb) Vert: 3=-70(B) 17=-96(6) '® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MIJ-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown,, and is foren 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 ANSIITPll 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 GHO Homes - Tacoma - Traditional T25608301 2931979-GHQ-1007MW EJ01, Jack -Partial 1 1 Job Reference (optional) auneers ri smource tmani uny,rl-i, riani any, rL-.J3b6r, 6.43U.S AUg 16 2U21 MI I eK InauSlnes, Inc.Man Uct 11 U8:U7:36 2U21 Page 1 ID:OyAjBm27TRQgYMVts_wlsyzNVH= 9X6y7plvodg5z_IHQIr7GJmzjLhcPtwwvG_7jWyUYLb 3-7-8 7-0-0 3-7-8 . 3-4-8 Scale = 1:22:7 3 6 I 6.00 F12 5. 3x4 = .:3x4 =4 700 7-0-0 Plate Offsets (X Y)-- [1:0-2-0 Edge] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/tiefl L/d PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC , 0.34 Vert(LL) . -0.08 -1-5 >976 360 MT20 244/190 TCDL: 15.0 Lumber DOL 1.25 BC ,O:51 Vert(CT) 0.18 1-5 >452. 240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 28lb 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 8-1-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 1=191(LC12) Max Uplift 1=-69(LC 12), 3=-80(LC 12), 4=-86(LC 12) Max Gram 1=322(LC .17), 3=109(LC 17), 4=246(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces_ 250 (lb) or. less except when shown. TOP CHORD 1-2=-361/246 BOT CHORD 1-5=-521/372 ' WEBS 2-5=-424/593 NOTES- ' (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124rhph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi_0OA8; MWFRS (directional) and C-C Extedor(2E) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 6-1174 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) 1, 3, 4. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE N6.68182 Mi rek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810. . . . . . Date: October 11,2021 . 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 property Incorporate this design into the overall buiiding_design. Bracing indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing iwiTek" 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 GHO Homes - Tacoma - Traditional T25608302 2931979-GHO-1007MW . EJ3 . Jack -Open 5 1 Job Reference (optional) Builders FirstSource (Plant City,:FC), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 08:07:46 2021 Page 1 ID:OyAj Bm2?TRQgYM Vte_wlsyzNVH_-tSijDDtBSiwgAW WC?OoTgQBa_NChIQ8OCgPX34UYLR .2-0.0 3-0.0 2-0-0 . 3-0-0 Scale=1:15:3 3 o , A T 300 3-0.0 Plate Offsets - [2:0-2-0,Edgel' LOADING (pso SPACING- 2-0-0. CSI. DEFL. in .floc) I/defl Ud PLATES GRIP TCLL 20.0. Plate Grip DOL 1.25 TC 0.80 -Vert(LL) . -0.00 2-4 >999 360 MT20 244/.190 TCDL 15.6 Lumber D.OL 1.25 BC .0:08 Vert(CT) .-0,01 2-4 >999 240 . BCLL 0.0 Rep Stress Incir YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 17 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.' OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=167(LC 12) Max Uplift 3=-28(LC 9), 2=-302(LC 12) Max Grav 3=33(LC 8), 2=378(LC 17), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; T.CDL=5.Opsf; BCDL=5.Opsf; h=.16ff; B=75ft; L=60ft; eave=7ft; Cat. ll; 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 alive load of 20:0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members. 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 at=lb) 2=302. 7) This manufactured product is designed as an individual building component: The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by.the building code. Joaquin Velez PE K6,68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1.1,2021 ® 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 foran Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall. buiidingdesign. 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/?PIl 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 36810 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608303 2931979-GHQ-1007MW EJ5. Jack -Open 9 1 Job Reference (optional) 11, „ai a vny, , I oo.i , o.4oU S HUY 10 ZUZ 1 wI1 I UK IMUSIrIeS, Inc. Morl tim I I umut:ou euzl rage i ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-I DyE3bwhVwQ6f8gzEE5PgGLFz_W khE8_7SNICiyUYLN • -2-0-0 5-0-0 2-0-0 .5-0-0 " .. Scale=1:20.2 3 �.. .. col 0. 2% 1 5-0-0 co 0 N 5-0-0 Plate Offsets -- [2:0-2-0,Edpe LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.80 Vert(LL) . . -0.03 2-4 >999 360, MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0126 Verl(CT) -0.05 2-4 >999 240 BCLL 0,0 Rep Stress Incr YES WB 0'00 Horz(CT) -0.00 3 n/a h/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=221(LC 12) Max Uplift 3=-82(LC 12), 2=-279(LC 12) Max Grav 3=146(LC 17), 2=435(LC 17), 4=92(LC 3), FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb).or,less except when shown. NOTES. (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft;.B=75ft; L=60ft; eave=7ft;.Cat.. II; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(]) 3-10-9 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss -has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for -alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any,other members. 5) Refer to girder(s) for truss to. truss connections. 6)'Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=279. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by.the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 . Date: October 11,2021 ® 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 foran individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MIT®k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see ANSIITP11 Quality Criteria, OSB-89 and SCSI Building Component . 6904 Parke East Blvd. Satety.Intormation available from Truss Plate: Institute, 2670 Crain Highway, Suite. 203 Waldorf, MD 20601 ... .:. .. Tampa, FL 36610 Job Truss Truss Type cny Ply GHO Homes - Tacoma - Traditional . T25608304 2931979-GHO-1007MW EJ5A Jack -Open 1 1 Job Reference (optional) i',a,„ „y, —1, ai n _my' rL - JJJU/, 8.'4JU 5 Hug I O 4U4t Iwt t eK Inuusires, inc. 1VIun uci 1 i umuf:o i zuei rage 1 I D:OyAj Bm2?TRQgYMVts_W syzNVH_-DPW cGxxJGEZzGH PAoxceNTuQAOszQhO7L67118yUYLM 5.0.0 5-0-0 Scale=1:17.0 2 1 o. o. 2x4, — ST1.5x8 STP — 5-0.0 5.0-0 Plate Offsets (X,Y)-- [1:0-1-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. . 0.77 Vert(LL) . -0.03 -1-3 >909 . 360, MT20 244/190 TCDL. 15.0 Lumber DOL 1.25 BC 0:26 Vert(CT) ' .-0.05 1-3 >999 240 . BCLL 0.0 :' Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-P . ,_ Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0. cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=136(LC 12) Max Uplift 1=-42(LC 12), 2=-139(LC 12) Max Grav 1=214(LC 17), 2=193(LC 17), 3=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces.250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (37second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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.& 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) 1 except Ot=lb) 2=139. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI.1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 3.3610 Date: October. 11,2021 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 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 MIT®k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information. available from Truss Plate, Institute„2670 Crain Highway, Suite 203 Waldorf, MD 20601 ... Tampa, FL 36610 Job Truss Truss Type so Qty Ply GHO Homes - Tacoma - Traditional T25608305 2931979-GHQ-1007MW . EJ513 Jack -Open 1 1 Job'Reference (optional) uunuo,a , uawuwt.o iri¢nt v y,-rt.l, nant wy, -.00DUI, 1 0.46U 5.HUg 10 4U41 IVII I eK 1noU5Ine5, Inc. mon uct I I UO:U/:o I LUL I rage i ID:OyAj Bm2?TRQgYMVts_wisyzNVH_-DPW cGWGEZzGHPAoxceNTuPxOsRQhO7L67118yUYLM 5-0-0 5-0-0 Scale = 1:17.0 .. .. 6.00112 2x4 = 3 500 r 5-0-0 LOADING (psf) SPACING- 270-0 - CSI. DEFL. in (loc) I/defl Ud PLATES GRIP " TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.03 1-3 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC. 0.29 Vert(CT). . -0.07 1-3 >863 . . 240. BCLL 0.0 ' Rep Stress incr YES W B .O:OD Horz(CT) -0.00 2 n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=136(LC 12) Max Uplift 1=-49(LC 12), 2=-143(LC 12) Max Grav 1=228(LC 17), 2=203(LC 17), 3=98(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All-forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5:6psf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11; 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.rairi 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 except Qt=lb) 2=143. 7) This manufactured productis designed as an individual building component. The suitability and use of this component_ for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 A WARNING - Verif design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev.l5/19/2020 BEFORE. USE. Design valid for use only witttMiTek® 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 cellapse.with possible personal injuryand property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see . ANS11TPll Quality Criteria, DSB-89 aqd BCSI Building Component. 6904 Parke East Blvd. Safety.lntormation available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608306 2931979-GHo-1007MW EJ5C Roof Special 1 1 Job Reference (optional)- Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 11 08:07:52 2021 " Page 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH= hc3?UHxylYhquR_MMf7twhRfnnER98LHamsrHayUYLL i : 2-9-8 5-0.0 2-9-8 2-2-8 6.00 12 4 Scale =1:17.0 2x4 II 4x4 i 4x4 = 2x4 — 1 — 3 N. . - N 5. 6 3x4 = 2x4 I:' 2-9-B 5-0-0_ 2.9-8 2-2-8 LOADING (psf) SPACING- 2=0-0 CSI. DEFL. in: -(]cc). I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.53 Vert(LL) -0.02 .. "5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1:25 BC. 0.18 Vert(CT). -0.03 5-6 >909 240 BCLL ' 0.0 Rep Stress tncr YES W B 0.02 HOiz(CT) -0.00 5 n/a ri/a BCDL 10.0 Code FBC2020/TP12014 'Matrix-SH Weight: 30lb :FT"=20% LUMBER- BRACING - TOP CHORD 2x4 SP.No.2. TOP CHORD Structural wood sheathing directly appliedor 5-0-0 cc puffins, BOT CHORD 2x4 SP No.2 except end verticals.' WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 6=Mechanical, 5=Mechanical Max Horz 6=55(LC 12) Max Uplift 6=-58(LC 12), 5=-104(LC 12) Max Grav 6=212(LC 1), 5=227(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11; Exp"C; Encl GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-1-12 to 2-9-15, Interior(1) 2-9-15 to 4-10-4 zone; cantilever. left and r(ght exposed ;C-C for members and forces & MWFRS for reactions.shown; Lumber DOLL— 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 will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except at=lb) 5=104. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This. manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL ¢eft 8634 6904.Parke East Blvd. Tampa FL 33610 Date: October 11,2021 ® 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 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 . . ANSI?Pil 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 GHO Homes -Tacoma - Traditional . ' T25608307 2931979-GHO-1007MW EJ5D Roof Special i i Job Reference (optional) Duuuers nrs10umca than[ i.rty, rLI, riant l.ny, rL - aJOoi, . _ ts.4J1J s Aug I b [UZI mi I eK tnausmes, -Inc. mon uct 11 Uts:ut:Szj zuzj rage 1 I D:OyAjBm2?TRQgYMVts_wlsyzNVH_-9odNhdyaorphW bYYwMe6Suzk3BYEubtOpQ6Pp1 yUYLK 4-9-9 5 0 0 4-9-8 2- 1 :5x6 = 2 Scale=1:16.5 Li 4 :. . M II :.. p-6-0 .. 2-6-0 LOADING (pst) SPACING- 2-0-0 CSI: DEFL. in ([cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25' TC 0.94 Vert(LL) -0.03 . '3-4 >969 360 MT20, 244/190 .. TCDL 15.0 . Lumber DOL 1:a BC 0.27 Vert(CT) -0.06 3-4 >958 240 BCLL 0.0 ' . Rep Stress Incr. .'YES WB '.0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 '' Code FBC2020/TP.12014 Matrix-P Weight:29(b' FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly.applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 3=Mechanical Max Uplift 4=-81(LC 8), 3=-81(LID 8) Max Grav 4=212(LC 1), 3=212(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-165/434, 2-3=-165/434 NOTES- (8) 1) Wind- ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) 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) 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 fora.live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections.: 7) Provide mechanical connection:(by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joints) 4, 3.; ' 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI'TPI 1 as referenced by the building code. Joaquin Velez PE N.o.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October. 1.1,2021 . ® 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, arldis foran Individual building component, not a truss system. Before use, the building designer must verifythe. applicability of design parameters and propedy.incorporate this desigminto the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only; Additional temporary and permanent bracing MiTek- . is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS&TP11 Duality Criteria, DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203.Waldort, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Tacoma - Traditional T25608308 2931979-GHO-1007MW . EJ6 . Jack -Partial 3 1 Job Reference (optional) uuuuma rnmouww k—I'L —1y,. r b narn i.ny, rL - JJoor, 2-0-0 :2-0.0 1 0 2x 1 0.4JU S HUg I U ZUZ7 MI I eK mousmes, Inc. Mon VCi i i Ut1:U/:b:1 zuzi rage i ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-9odNhdyaorphWbYYwMe6SuzmZBUHuaOQpQcPpl yUYLK 3-5-8 6-8.0 3-5.8 3-2-8 Scale: 1/2°=l' Plate Offsets (X,Y)-- [2:0-2-0,Edge] ' " LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in .(loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.09 2-6 >814 360 MT20 244/190 TCDL : 15.0 Lumb&.DOL 1.25 BC. 0.53 Vert(CT): :-0.19 2-6 >397 240 : BCLL 0.0 Rep Stress [nor YES WB 0.12 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020frP12014. Matrix-P Weight:,34lb FT=20/ LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 6-0-0.ocpuffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-4 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=267(LC 12) Max Uplift 4=-93(LC 12), 2=-281(LC 12), 5=-30(LC 9) Max Grav 4=126(LC 17); 2=501(LC 17), 5=165(LC 17) FORCES. (lb) - Max. Comp./Max: Ten. - All.forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/118 BOT CHORD 2-6= 352/329 WEBS 3-6=-375/401 NOTES- (7) 1)'Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. - II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 6-7-4 zone; cantilever, left and nght 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=281. 7) This manufactured productis designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code: Joaquin Velez PE No.68182. Mirek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October .11,2021 ® 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 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 :. ANSIITP11 Quality Criteria, DSB789 and BCSI Building, Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL :36610 Job Truss Truss Type Qty. Ply GHO Homes - Tacoma - Traditional T25608309 2931979-GHQ-1007MW . EJ7 Jack -Open 20 1 Job Reference (optional) i3mmers mrsiouurce triam t ay, rL/, rlani u1y, t-L_ - ddbb/, - U.43U S Aug I ti'LUZI MI I eK mausmes, Inc. Mon uct 11 UU:U/:b4 ZU21 Page 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_. e_Bl uzzCZ9xY7171T4AL76W xPbr9dOva24LyLTyUYU L -2-0-0 3-7-8 7-0-0 2.0.0 3-7-8 3-4-8 . . . Scale=1:24.9 4 �. LOADING (psf) SPACING- 270=0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0. Plate Grip DOL 1:25 TC. 0.78 Vert(LL) _ -0.07 2-6 >999 360 MT20 244/190 TCDL . 15.0 Lumber:DOL 1.25 BC '0.42 Vert(CT). .-0.13 2-6 >589 240 BCLL 0.0 ' Rep Stress Inor YES WB . 0.14 HOrz(CT) - -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4.SP No.2 - TOP CHORD Structural wood sheathing directly applied or 6-0-O.oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=276(LC 12) Max Uplift 4= 92(LC 12), 2= 282(LC 12), 5=-32(LC 12) Max Grav 4=120(LC 17), 2=515(1_C 17), 5=189(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.' TOP CHORD 2-3=-311/160 BOT CHORD_ . 2-6=-419/362 WEBS . 3-6=-412/477 NOTES- (7) 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E).-2-1-7 to 3-10-9, Interior(1) 3-10-9 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions. shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrerlt 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 Ili uplift at joint(s) 4, 5 except Qt=lb) 2=282. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velei PE N6.66182 MiTsk USA, lnc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date., 'October .11,2021 © 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 passible 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, DSB789 and BCSI Building Component 6904 Parke'East Blvd. Safety Information available from Truss. Plate Institute„2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes - Tacoma - Traditional T25608310 2931979-GHQ-1007MW . EJ7T Jack -Open 4 Job Reference (optional) ,�uuuGia , ,JW VUII.0 tr lGl ll vuy,. 11l, 1 a a . Ly, r_ OODo/, 0.40U 5 Aug ID ZUZ 1 MI I eK IMU5Ine5, Inc. Mun uct I I umut:on zuei rage 1 ID:OyAj Bm2?TROgYMVts_wlsyzNVF _-6BI761_gKT3PIvix1 nhaXJ36B?CEMTgjGk5W uvyUYL1 2-0-0 1-7-4 2 8-0 4-g-4 7-0.0 .. :. 2-0-0 1-7-4 1-0-12 2-6-4 2-3-12 - .. 6.00. F12 2x4 4 13 5 m 6 N C L m 2x4 II 2 .. : 1. co3x6 0 2x4 11 3 . 7 - o o x 5 12 t 5x8 34i G G STP 8 3x4= = 2-8.0 7-0-0 , . 2-8-p 4-4.0 Plate Offsets (X,Y)-- [2:0-2-10,0-1-81, [3:0-6-12,0-2-31 LOADING (psf) SPACING- 2-6) 10 CSI. DEFL. in (loc) Ydefl Ud PLATES GRIP TCLL 20.0 " Plate Grip DOL 1:25 713 0.78 Vert(LL) . 0.12 8 >670 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT): A.19 8 >418 '240 BCLL 0.0 Rep Stress Inbr ' YES WB 0.17 Horz(CT) , .0.09 7 n/a : n/a BCDL 10.0 Code FBC2020/TPI2014. Matrix-SH Weight: 37lb 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` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-8: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 7=Mechanical Max Horz 2=276(LC 12) Max Uplift 5=-62(LC 12), 2=-278(LC 12), 7=-61(LC 12) Max Grav 5=68(LC 17), 2=521(LC 17), 7=249(4C 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ' TOP CHORD 3-4=-371/291 BOT CHORD 3-7=-526/486 WEBS 4-7=-539/583 NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3=second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. . 11; Exp. C; Encl., GCpi=0.18; MW FRS,(directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 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) na 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 arectangle.3-6-0 tall by 2-0-0.wide will fif between the bottom chord and any'other members.. . 6) Refer to girder(s) for truss to truss connections. - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7 except (jt=lb) 2=278. 8) This manufactured product is designed:as:an individual building component..The suitability and use of this component for any . particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by.the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610 Date: October 1.1,2021 ® WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511912020 BEFORE USE. ' - Design valid for use only with MiTekO 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 _ MlTpik• 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 trussesandtruss 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 City Ply GHO Homes - Tacoma - Traditional T25608311 2931979-GHO-1007MW . EJ7TB Jack -Open Girder 1 i Job Reference (optional) ouuue�a nmtauwcu rnant uIty,� r�l, rrara ling, rL - OAbO/, 0.40U 5 Aug.I b ZUZI mi I eK mousmeS, Inc. mon uci I I Ub:U/:bb ZUZI rage I ID:OyAj Bm27TRQgYMVts_wlsyzNVH_-aNJVJe_S5mBGN3H7bUCp4XbFJPVf5ydsVOg3QMyUYLH 2.0.0 2-8.0 :.' 3 0 0 5 2 8 7 0 0 2-0-0 2-8-0 0-4-0 2-2-8 1-9-8 Scale=1:18.3 3x4, 2x 1 1-11-8 2-8-0 3-0-0 5-2-8 t7 _o 0 0 6 Plate Offsets (X Y)-- [3:0-9-8 0-1-41 [4:0-2-0 0-2-81 LOADING (psf) SPACING- 2-070 CSI. DEFL. in .(loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1:25 TC, 0.94 Vert(LL) . -0.15 7 >530 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC :0.% Veit(CT) -0.24 7 >325 240 BCLL 0.0 ' Rep Stress Inci NO WB 0.00 Horz(CT) OA3 5 n/a n/a BCDL10.0 Code FBC2020[TP12014, Matrix-R Weight: 35 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' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6: 2x6 SP No.2 OTHERS - 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=170(LC 8) Max Uplift 5= 93(LC 5), 2=-357(LC 8), 6— 43(LC 5) Max Grav 5=146(LC 37); 2=647(LC 36), 6=240(LC 31) 'FORCES. (lb) -Max. Comp./Max: Ten. -All forces, 250 (lb) or less except when shown.' TOP CHORD .2-3==285/31 NOTES- (1.1) 1) Unbalanced roof live loads have been considered for this. design: 2) Wind: ASCE 7-16;'Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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 engineerresponsible for verifyingapplied 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) 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) 5, 6 except Qt=lb) 2=357... . 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 246 lb down' and 170 Ib up at 3-0-0 on top chord; and 98 lb down and 29 lb up at 3-0-0, and 98 lb down and 29 lb up at 5-0-12 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). 11) This manufactured product is designed as an individual building component. The suitability and use.of this component for any. particular building is the responsibility of the building designer per ANSI TPI 1 as. referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=70, 4-5=-70, 2-8=-20, 7-8=-20, 3-6=-20' Concentrated Loads (Ib). .. Vert:4=44(F) 12=-26(F) 13=-26(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1.1,2021 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 bullding 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 ANSIITPII 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 GHO Homes - Tacoma - Traditional T25608312 2931979-GHO-1007MW „ EJ7T.0 Jack -Open 1 1 Job Reference (optional) �UIIUnIJ r11 JlJUlIILtl irlar It Vay, FL), rid[ l filly, rL- MDD/, CAM 5 Aug It) ZUZI MI I eK InouslneS, Inc. mon Lici it ub:U/:b/ ZUzi rage i ID:OyAjBm22TRQgYMVts_wlsyzNVH= 2ZtuX74s4J7_CsK9Cj2dkBS3otBgOcOk2acyoyUYLG . -2.0-0 2 8.0 5.0-0 7-0-0 2-0-0 2-8-0' 2-4-0 4x4 = Scale=1:21.6 co 0 O 2x 1 Ira a 0 0 0 N N O O 2-&0 5-0-0 7-0.0 . 2-8-0 .. 2-4-0 2-0-0 Plate Offsets (X Y)-- [2:0-2-10,0-1-8] [3:0-6-12 0-2-11 ] LOADING (psf) SPACING- 270-0 CSI. DEFL. in. (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.81 Vert(LL) 0.12 8 >686 360 MT20 244/190 TCDL 15.0 LumberDOL 1.25 BC: 0.40. Veit(CT) ; -0.18 8 >448 240 . BCLL 0.0 ' Rep Stress In& YES WB . 0.08 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 37 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` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:, 3-8: 2x4 SP No.3, 3-6: 2x6 SP No.2 6-0-0 oc bracing: 2-8.. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=224(LC 12) Max Uplift 5=-43(LC 9), 2=-303(LC 12), 6=-58(LC 12) Max Grav 5=76(LC 1), 2=524(LC 17), 6=207(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-192/275 NOTES- '(9) 1) Unbalanced roof live loads 'have been considered'for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E).-2-1-7 to 3-10-9, Interior(1) 3-10-9 to 5-0-0, Extedor(2E) .. 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and :forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) 5, 6 except (jt=lb) 2=303. 9) This, manufactured product is designed:as an individual building component. suitability and use of this component for any particular building is the responsibility of the building designer per ANSI-TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceft 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 ® 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 vedfythe applicability of design parameters and p�opedy 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 �/tporary is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . . IVI�Tek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component. 6904 Parke East Blvd. Safety Information -available from Truss. Plate Institute„2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608313 2931979-GHO-1007MW EJ9. Jack -Open 3 1 Job Reference (optional) ouuucra nmwwrcn indnr ouy, rL), r1drn i.ny, rL- 00001, [ T m 0 0 2 1 2-0-0 0.4JU s Hug l b euxi mi I eK mUuslnes, Inc. Mon Uci i i UO:U/:bt1 2UPl vage i I D:OyAjBm2?TRQgYMVts_wlsyzNVH_-W mRGkKOidORzcMRW ivEH9yhfkCHVZs69yiJAUEyUYLF 1-10-0 1-10.0 Scale = 1:12.4 co C? m 0 o I Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) " Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.69 Vert(LL). -0.07 4 >320 360 MT20 244/190 TCDL 15.0 Lumber DOL _ 1.25 BC: 0.14 Vert(CT) .-0.07 4 >308 240 BCLL. 0.0 Rep Stress Incr' YES 'WB ,'0.00 Horz(CT) -0.00 2 n/a " n/a. BCDL 10.0 Code FBC2020/TPI2014 _ Matrix-P Weight: 14lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-0 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directlyajiplied or 10-0-0 cc bracing. . OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-1-8 Max Horz 3=137(LC 12) Max Uplift 3=-13(LC 17), 2= 361(LC 12) Max Grav 3=143(LC 12), 2=343(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-124/339 NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OPsf; BCDL=5:Opsf; h=16ft; B=75ft; L=60ft; eave=7ff;.Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exteirior(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 at joint(s) 2'. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) 2=361. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez.PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October. 1.1,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-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.166 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-99 and SCSI Building Component 6904 Parke East Blvd. . SaletyInformation available from Truss. Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 - Tampa, FL'36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608314 2931979-GHQ-1007MW, EJ9A Jack -Open 1 1 Job Reference (optional) ouuuers nrsrauurce trram Uuy, ru./, mani lAiy, M - 40001, . 6.43U-S Aug 16 ZU21 mi I eK InOUSines, Inc. Mon Uct 11 U8:Uf:be ZU21 vage 1 ID:OyAj Bm27TRQgYMVts_wisyzNVH_-W mRGkKOidORzcM RW ivEH9yhnNCHVZs69yiJAU EyUYLF 1-t0.0 1-10.0 Scale =1:9.2 2 6.00 12 w . C. 1 m 0 .. o - .. 2x4 = 3 LOADING (psf) SPACING- 2-0-0 =. CSI. DEFL. in . (loc) :Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.02 3 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT). -0.04 3 >618 240 BCLL ' 0.0 '. Rep Stress lncr YES W B 0.00 HOiz(CT) .-0.00 1 - n/a n/a BCDL . : 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 6 lb . FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2. TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly.applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-1-8, 2=Mechanical Max Horz 2=52(LC 12) Max Uplift 1=-45(LC 12), 2=-17(LC 12) Max Grav 1=94(LC 17), 2=85(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. = All forces 250 (lb) or less except when shown. :NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft;, L=60ft; eave=7ft; Cat. ll; 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 rise 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 at joint(s) 1. :7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for:any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez.PE N6.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October. 1.1,2021 A WARNING - Verify 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, and !a foran Individual building component, not a truss system. Before use, the building designer must verify:the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always, required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see , ANSI/PP11 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 GHO Homes - Tacoma - Traditional T25608315 2931979-GHO-1007MW . EJ12 Jack -Open 2 1 Job Reference (optional) ouocers rtrstaource triani Chy,. FQ, Plant tatty, FL - 33567, 8.43U s Aug 16 ZU21 MI I eK industries, Inc. Mon Oct 11 08:U7:37 2021 Page 1 ' ID:OyAjBm2?TRQgYMVts_wlsyzNVH= djfKKBmXZxoybSKU_?MMpWJ65k4w8Mw37wkZFyyUYLa 3-0-0 3-0-0 Scale=1:19.0 6.00 12 2 2x4 II N rD co D) 3 4 .. .. .. 3x4 = 300 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 0.49 .. Vert(LL) 0.01 ..,3-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1:25 BC 0.31 Vert(CT). -0.01 3-4 '>999 .240 BCLL 0.0 ' Rep Suess Incr. YES WB .0.00 Horz(CT) '-0.05 2 n/a h/a BCDL 10.0 Code FBC202OfTP12014 Matrix-R 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 4=76(LC 12) Max Uplift 2=-93(LC 12), 3=-13(LC 12) Max Grav 4=126(LC 1), 2=116(LC 17), 3=55(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) .. :. . . 1) Wind: ASIDE7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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 & 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#or a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other.members. 5) Refer to.girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to:bearing plate capable of withstanding 100 lb uplift at joint(s)2, 3. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code: a. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date, October 11,2021 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 besed only upon parameters shown., and is for an Individual building 6ompone6f, not: buildinga trusssystem. Before use, the 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 MITBk• is always, required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSYnP/1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL:36610 Job Truss Truss Type Qty: Ply . GHO Homes -Tacoma - Traditional • T25608316 2931979-GHO-1007MW . EJ14 Jack -Open 2 1 Job Reference o tionail ...—u— tr,u n vny, —1, ruin �Ity, r, - Qoaor, 0.4au s Aug r o zuz r mi I eK inausmes, inc. mon um i i uu:ufm/ zuzi rage i I D:OyAj Bm2?TRQgYMVts_wlsyzNVH_-djfKK8mXZxoyb8KU_?MMpW J2Rk8A8Ka37wkZFyyUYLa -2.0.0 2.2.0 200 22-0: Scale: 1/2"=l' 3 6.00 12 3x4 2x4 II 2 . 2x4 11 1 T .. m . m v .. .. 6 Li 6' S 6 .4 2x4 II 5x6 =. ST1.5x8STP= 2-2-0 2-2-0 Plate Offsets -- [5:Edge,0-2-8]" LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1:25 TC. 0.73 Vert(LL) . -0.00 6 >999 360 MT20 244/190 TCDL 15.0 LumbekDOL ., 1.25 BC '0.04 Vert(CT): -0.00 5-6 >999 '240 - BCLL 0.0 Rep Stress Ince' " YES WB0.15 Horz(CT)' _ -0.00 3 n/a . n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:. 23 Ito FT=20/ LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 2x4 SP No.2 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) 6=0-8-0, 3=Mechanical, 5=Mechanical Max Horz 6=147(LC 12) Max Uplift 6=-94(LC 12), 3=-23(LC 1), 5=-205(LC 12) Max Grav 6=338(LC 1), 3=67(LC 12), 5=81(LC 10) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb)'or.less except when shown.' TOP CHORD 2-6=-319/190 BOT CHORD 5-6=-286/95 WEBS 2-5=-169/507 NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph-(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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.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 Ib uplift at joint(s) 6, 3 except Qt=lb) 5=205. .7) This manufactured product is designed as an individual building component. The suitability, and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velei PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904, Parke East Blvd. Tampa FL 33610 Date: October 1.1,2021 ® 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 p 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 ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL '36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608317 2931979-GHO-1007MW EJ14A Jack -Open 1 1 Job Reference (optional) ounuurs rubrauurue trmnr UlLy, rL/, riant uIry, rL - tabor, - 1:3.431.1-S Aug 1 b ZUZ1 m1 I eK mclustnes, Inc. mon Uct 11 Uu:ut:3t3 zuzl Page 1 I D:OyAj Bm27TRQgYMVts_wlsyzNVH_-6vDiYUmAKFwpDlvgXitbLksFtBUJtpADMaT6nOyUYLZ -2-0.0 2-2-0 2-0-0 2-2-0 Scale=1:13.2 3 F-� 4: 0 2: 1 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in ..(loc) -I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1 i25 TC 0.62 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber:DOL 1.25 BC '0.04 Vert(CT) -0.00 2-4 >999 240- BCLL 0.0 ' Rep Stress Inc.r YES WB 0.00 Horz(CT) 0.00 3 n/a n/a. BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:.15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=2-2-0, 4=0-3-8 Max Horz 2=144(LC 12) Max Uplift 3=-14(LC 9), 2— 275(LC 12) Max Gram 3=37(LC 8), 2=326(LC 17), 4=40(LC 3) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf;,h=16ft;,B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Exted6r(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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=275. 7) This manufactured product is designed as an individual building: component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by.the building code. Joaquin Velez.PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33910 Date: October 1.1,2021 0 WARNING - Verity designparameters 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 oomporient, not '' a truss system. Before use, the building designer must vedfy.the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . . M�Tek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Ouality Criteria, DSB-89 and BCSI Building Component . 6904 Parke East Blvd. Safety /reformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ... Tampa, FL :36610 Jab Truss Truss Type Qty. Ply GHO Homes -Tacoma -Traditional T25608318 2931979-GHO-1007MW . EJ14B Jack -Open 2 1 Job Reference (optional) uuu�ma , uaww,.c 1, m, n v y, .1, 1—¢ vny, rL - uuaoi, O.'FAU 5 Mug I O ZUZ 1 IVII I eK IrIDusines, inc. Mori um I t Utj:ut:,jv zuzi rage i ID:OyAj Bm27TRQgYMVts_wlsyzNVH_-a6n4lgno5Y2ggRUs5QOq6xOPNYqXcG PMbEDfJryUYLY .2-0-0 2-2-0 2-0-0 2-2-0 Scale=1:13.2 3 6.00 F12 . 2x4 11 2 0 3x4 = 4' 2x4 11 a. 2-2-0 _. 220 Plate Offsets -- [2:0-2-0,Edgel' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.00 ' 2-4 >999 360 MT20 244/190 TCDL 15.0 LUmber.DOL 1.25 BC: 0.04. Vert(CT). -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Iricr YES WB . 0.00 Horz(CT) _ -0.00 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014 _ Matrix-P Weight: 15 Ib FT = 20% LUMBER- BRACING 4. - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0. oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-1-8, 4=Mechanical Max Horz 3=144(LC 12) Max Uplift 3=-17(LC 17), 2=-363(LC 12) Max Grav 3=123(LC 12), 2=352(LC 17), 4=41(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shoWin ' TOP CHORD 2-3=-136/339 ' NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf;.h=16ft; B=75ft; L=60ft; eave=7ff; Cat. II; Exp C; Encl., GCpi=0.I8;_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 .1.0.0 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 at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=363. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velei PE N6.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 338,10 Date: October 11,2021 ® 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 MOW.is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , . ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute,.2670 Crain Highway, Suite 203. Waldort, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty. Ply GHO Homes - Tacoma - Traditional T25608319 2931979-GHO-1007MW . EJ15 Jack -Open 1 1 Job Reference (optional) ouuuma niawuuwc tnnr K �Ry, r�l, riaiK Idly, rL - OOaOI, . - 0.43U 5 Aug I b ZUZI mi I eK mausines, Inc. Mon uci I I Ut1:U/:jd ZU'ZI rage i ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-a6n4lgno5Y2ggRUs5QOquxOQMYqdcG PMbEDfJryUYLY -2-0.0 1-0.0 2-0-0 1-0-0 Scale = 1:10.3 m o.. 0 m 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate. Grip DOL 1.25 TC 0.64 Vert(LL) -0.02 4 >512 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC, 0.04 Vert(CT). -0.02 4 >539 240 BCLL 6.0 Rep Stress [nor. YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 11 lb Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc puffins. BOT CHORD. f2x4.SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-1-8 Max Horz 3=114(LC 12) Max Uplift 3=-132(LC 17), 2=-443(LC 12) Max Grav 3=253(LC 12), 2=379(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-153/397 NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; EncI.,.GCpi=0.18; MWFRS (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 live loads. 4) ' This truss has, been designed for alive load of 20.Opsf on the bottom chord in all areas where 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 at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Gt=lb) . 3=132, 2=443. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI'1 as referenced by the building code. Joaquin Velez.PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 0 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 showri, and is foran Individual building component, not: a truss system. Before use, the building designer must vedfy.the applicability of design parameters anal 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, DSB7e9 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 GHO Homes = Tacoma - Traditional T25608320 2931979-GHO-1007MW . EJ24 Flat 1 Job Reference (optional) wuuc,a n,atouuiw tnan wy, FL), ndnt i.rty, rL - 0000r, t$.4JU S Aug l b ZUZ1 MI I eK Inausines, Inc. Mon Uct 11 U8:U/:4U 2021 Page 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-21 LSyAoQssAXSb32f7v3Q9xieyAmLjtW puyDsHyUYLX 2-4.0 2-4-0 t 3x4 = 2 2x4 11 Scale=1:10.4 2x4 11: tST1.5x8 STP=, 2-4-0 . 2-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 . 3-4 >999 360 MT20, 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 3-4 >999 240 BCLL 0.0 Rep Stress Incr' YES WS 0.00 Horz(CT) 0.00 3 n/a rda BCDL 10.0 Code FBC2020/TP12014 Matrix-P " Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 2-4-0 oc purlins; BOT CHORD 2x4.SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-8-0, 3=Mechanical Max Uplift 4=-35(LC 8), 3=-35(LC 8) Max Grav 4=92(LC 1), 3=92(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-16;Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft;L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) 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) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 8) This manufactured 'product is designed as an individual building component. The suitability and use of this component for any particular building is the. responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1.1,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 City Ply GHO Homes - Tacoma - Traditional T25608321 2931979-GHO-1007MW . EJ25 Jack -Open 2 1 Job Reference (optional) uunuow uawwwe itjai n vny, 111, nor n tiny, FL - OOOOI, O.4dU s Aug it) zuz I mi I eK Inuusines, inc. Mon Vci 11 umut:4l zUzl rage i ID:OyAjBm2?TRQgYMVts_wlsyzNVH= WUvgAWp2d9lO4leFDrRIzMUutMV449vf2rmOjyUYLW 2-4.0 2-4-0 gala - 1.1 n d 2x4 = PT1.5x8 STP- 2-4-0 - 2-4-0 Plate Offsets (X,Y)-- [1:0-1-4,Edge) LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(I-Q . -0.00 1 >999 360 MT20 244/190 TCDL 15.0 LumbeFDOL 1.25 BC: 0.04 Vert(CT) .-0.00 1-3 >999 240 : BCLL 0..0 ' Rep Stress Inc.r YES WB 0.00 Horz(CT) -0.00 2 n/a n/a. BCDL 10.0 Code FBC20201TPI2014 Matrix-P Weight:.8 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP 14o.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0, oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing., REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=64(LC 12) Max Uplift 1=-14(LC 12), 2=-62(LC 12) Max Gram 1=89(LC 17), 2=83(LC 17), 3=39(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. Il; Exp C; Encl.,.GCpi=0.18; MW FRS (directional) and C-C Exte.hor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DQL=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) 1, 2. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the buildingdesigner per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc.,FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1.1,2021 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 ls foran 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 prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing T MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - 'y'�Tek° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSHTPIr Quality Criteria, DSB-89 and BCS/ Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute„2670 Crain Highway, Suite 203, Waldorf, MD 20601 . . . Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -'Tacoma - Traditional T25608322 2931976-GHO-1007MW EJ32 Jack -Open 2 1 Job Reference (optional) ouuuerb rusrauurce trrant Uny,r-L/, riant ldty, rL - 10001, B.43U-5 Aug 16 zUXI MI I eK maustneS, Inc. Mon Uct 11 U8:U7:48 ZU21 Page 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_ pggUevuR_JAOPggb7p31drGwUAoGDKehf8ue8pyUYLP -2-0-0 .. 2-8.0 3-0.0 2-0-0 2-8.0 0.4-0 Scale = 1:15.3 m o_ d m: 0 o' 2) 1 2-8-0 2N0-0 , 2-8.0 Plate Offsets (X,Y)-- [3:0-6-12,0-3-3] LOADING (pso SPACING- 2-0-0 CSI: DEFL. in ..(loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1:25 TC. 0.80 Vert(LL) -0.02 6 >999 360 MT20 244/190 TCDI- 15.0 LUmber.DOL ' ' . 1.25 BC 0.39 Vert(CT) -0.02 6 >999 240 . BCLL _ 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a . _n/a. BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight: 19lbFT=20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD . Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0 Max Horz 2=167(LC 12) Max Uplift 4— 1 O(LC 9), 2=-300(LC 12) Max Grav 4=76(LC 3), 2=381(LC 17) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb): or less except when shown.' NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (37second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11; Eip C; Encl., GCpi=q.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) This truss has been designed fora 1.0.0 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 Ito uplift at joint(s) 4 except (jt=lb) 2=300. 7) Thismanufactured product is designed as an individual building, component. :The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. . Joaquin Velez PE No.66182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 . A WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must 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 _ MITe'k• is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of. trusses and truss systems, see . ANSUTPII 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 GHO Homes - Tacoma - Traditional T25608323 2931979-GHO-1007MW F1 Roof Special 1 i Job Reference (optional) ouuuem n,aw�urcv tnanr uny, ry, rranr Ury, rL - oa0or, ts.4:lu s Aug i b zuzl MI I eK Inaustnes, Inc. Mon uct 11 U6:U/:b9 2Uz1 rage 1 ID:0yAjBm2?TROgYMVts_wlsyzNVH_=y?eygl LOhZgEW OiGdIW i9DIhcSB159JBL3ji hyUYLE 2-8-7 3-6.0. 5.8-15 7.0-0 14-4-0 20-8-0 2-8-7 10-9-9, .; 2-2-15 ' 1-3-1 7-4.0 6-4-0 5z6 Scale=1:38.7 4x4 — 4 19 . 5 SX( ST1.5 2-8-7 3-6-011-2-11 5.8-15 7-0-0- 14-4-0 20.8-0 2-8-7 0-9-9 -8-11 1-6-4 1-3-1 7-4.0 6-4-0 Plate Offsets (X,Y)-- [4:0-3-0,0-2-7] LOADING (pso SPACING- 270=0 " CSI. DEFL. in .(loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TIC 1.00 Vert(LL) . 0.18 7-8 >909 360 MT20 244/190 TCDL' . 15.0 Lumber:DOL 1.25 BC. 0.88 Vert(CT) -0.34 7-8 >718 240 BCLL 0.0 Rep Stress Incr YES 'WB 0.85 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 122lb FT=20/ LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 3-7 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 6=Mechanical Max Horz 11=199(LC 12) Max Uplift 11=-317(LC 12), 6= 383(LC 12) Max Grav 11=917(LC 1), 6=917(LC 1) -FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb)'or less except when shown.' TOP CHORD 1-11=-872/495, 1-2= 1665/858, 2-3=-2741/1437, 3-4=-1009/472, 4-5=-821/549, 5-6=-871/635 BOT CHORD. 10-11=-313/144, 8-10=.-1146/1668, 7-8=-1758/2823 WEBS 3-8=-419/349, 3-7=-2041/1225, 4-7=-117/288, 5-7=-711/1064, 1710=-918/1780, 2-10=-698/407, 2-8=-639/1230 NOTES- .(8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf;'h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Enol., GCpi=0.18; MWFRS.(directional) and C-C Exteiior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 14-4-0, Extedor(2E) 14-4-0 to 20-6-4 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 verifyingapplied 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 270-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb Uplift at joint(s) except Gt=lb) 11=317, 6=383. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' . Joaquin Velez PE No.66182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 theapplicability of design parameters and properly Incorporate this desigminto 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 ANShTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke'East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL'36610 ' Job Truss Truss Type City.. Ply GHO Homes - Tacoma - Traditional T25608324 2931979-GHO-1007MW . F2 Roof Special Girder 1 1 Job Reference (optional) uuuucw ruawuu,Ge tr,arll —y,.1LI, nal ll arty, rL - 00001, '0.4dU 5 AUg 10 ZUZ I ,V„ , eK nalUSlneS, inc. rvion uci I 1 uo;vo;UU zuz I rage i . ID:OyAjBm2?TRQgYMVts_wlsyzNVFL S8YO90lz9?hhrgbugKGIENmy5On2lbcSQ?oHZ7yUYLD P 7 4 4-10-4 12-2-4 16-2-8 20-6-4 7- 4-3.0 3-8-0 3-8-0 4.0-4 4-3-12 44 = Scale=1:41.3 3x4 = 2x4 11 4 5 15 6 11 10 8 3x6 = 3x4 = 3x4 = 3x8 = . 7. 5x6 = N 7- 4-10-4. 12=2-4 20-6=4 7_ 4_3_0 :. 7-4-0 B.4-0 Plate Offsets (X Y)-- [1:0-3-0 Edge) LOADING (psf) SPACING- 210-0 CSI. DEFL. in. (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.89 Vert(LL) -0.19 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.30 7-8 >796 240 . BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH . LUMBER- BRACING - TOP CHORD 2x4.SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 1-11: 2x4 SP No.2 WEBS OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 7=Mechanical, 13=0-6-4 Max Horz 13=199(LC 8) Max Uplift 7= 372(LC 8), 13=366(LC 8) Max Grav 7=1065(LC 28), 13=1156(LC 28) FORCES. .(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-224/885, 1-12=-224/885, 1-2=-260/4, 2-3=-1750/395, 3-4=-1038/289, 4-5=-898/295 BOT CHORD 10-11=-493/1569, 8-10=-457/1239, 7-8=-221/564" WEBS 3-10= 66/521, 3-8=-527/245, 5-8=-141/631, 5-7=-983/398, 2-11=-1548/432, . 1-13=-1470/485 - Weight: 131 lb FT = 20% Structural wood sheathing directly applied or4-4-8.oc purlins, except end verticals. Rigid ceiling directly applied or 8-3-10 oc bracing. 1 Row at midpt 5-7 NOTES- (11) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft;.B=75ft; 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 2) Building Designer / Project engiheer 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 fora live load of 20.Opsf on.the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-O wide will fit between the bottom chord and any other members, With BCD = 10.Opsf.. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 7=372, 13=366. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 283 lb down and 173 lb up at 0-9-0 on top 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).. 11) This manufactured product is designed as amindividual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Continued on page 2 Joaquin Velez, PE No.68182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 . 'A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �� a truss system. Before use, the building designer must verifythe applicability of design parameters and propedy'incorporate this design into the overall building design.. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW. Is always. required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component.. 6904 Parke East Blvd. Safety Information available from Truss. Plate Inslitute„ 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Tacoma - Traditional T25608324 2931979-GHO-1007MW , F2 Roof Special Girder 1 i Job Reference (optional) DUIIU015 111sr0uu1ue trmu Illy, rL.l, rant uny, M - 0J001, U.4JU S HUg 10 ZUZI mi I eK inousmes, Inc. Mort Uct 11 u0:ud:Uu zuzl rage z ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-SBY0901 z9?hhrgbugKGIENmy5On21 bcSQ?oHZ7yUYLD LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-70, 4-6= 70, 7-11=-20 Concentrated Loads (lb) Vert: 1=75(B) 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 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 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 ANSLITP11 Quality Criteria, DSB789 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 . . Tampa, FL 36610 Job Truss Truss Type Qty. Ply GHO Homes - Tacoma - Traditional T25608325 2931979-GHO-1007MW . F3 Half Hip 1 1 Job Reference (optional) ouuuers mrsiouurce (riani Ully, M), rlani tiny, rL JJbbf, 8.43U S Aug 16 2U21 MI I eK Industries, Inca Mon UCt 11 U6:U6:U1 2021 rage 1 ID:OyAj Bm2?TRQgYM Vts_wl syzNVH_-xL60M M2bwJpYTgA502o_naJAZQ7wm7?bffyg5ZyUYLC -2-0-0 :5-9-4 11-0-0 15-10-0 20-8.0 2-0-0 5-9.4 . 5-2-12 4-10.0 4-10-0 Scale=129.4 4x4 = 3x4 2x4 I 4 15 16' 5 17 6 co -4 2x4 6 Plate Offsets (X,Y)-- [2:0-2-9,0-1-81 ' LOADING (psf) SPACING- 2-0=0 CSI. DEF.L. in . (loc) 'I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.65 Vert(LL) . -0.27 7-9 >911 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC. -0.88 Vert(CT): .-0.47 2-9 >518 . 240 BCLL 0.0 Rep Stress Incr YES WB . 0.38 HOrz(CT) 0.03 _ 7 n/a . •n/a. BCDL 10.0 Code. FBC2020/rP12014 Matrix-SH Weight: 116lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, BOT CHORD 2x4 SP No.2 'Except' except end verticals. 2-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-4-3 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-7 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=387(LC 12) Max Uplift 7=-375(LC 12), 2= 498(LC 12) Max Grav 7=1053(LC 17), 2=1287(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD . 2-3=-1684/750, 3-4=-1249/494, 4-5— 1069/521 BOT CHORD 2-9=-953/1525, 7-9=:395/682 . . . . . . . WEBS 3-9=-519/483, 5-9==197/600, 5-7=-1020/609 NOTES- (8) 1) Wind: ASCE.7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp Q. Encl_GCpi=0.18; MWFRS.(directional) and C-C Exterior(2E) -2-1.7 to 3-10-9, Interior(1) 3-10-9 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 20-6-4 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 7=37512=498. 8) This manufactured product is designed.as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 & 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 PropedyIncorporate this design into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MITek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication., storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII 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 GHO Homes -Tacoma - Traditional T25608326 2931979-GHO-1007MW . F4 Half Hip 1 1 Job Reference (optional) ounuers mrsiaouree triani idly, rL), riani uny, rL - JJbb/, . - 1:1.43U S Aug 16 ZU21 MI I eK Industries, Inc. Mon Uct 11 U8:U8:02 2021 - Nage 1 ID:OyAjBm27TRQgYMVis_wlsyzNVH= PXgnai3DhcxP5_kHfdJDJorLIpWiVawltJHNd7yUYLB -2-0-0 4-9-4 9-0.0 14-10-0 20-8-0 2.0.0 4-9-4 4-2-12, 5-10-0 5-10-0 Scale=1:39.4 4x4 = 3x8 = 2x4 II 4 15..165. 17 6 4 2x4 6 9-0-0 14-10.0 20-8-0 9-0-0 F 5-10-0 5-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.14 2-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT). -0.29 2-10 >828 .240 BCLL - 0.0 Rep Stress Incr. YES WB 0.39 HOiz(CT) 0.03 7 n/a : ri/a BCDL 10.0 Code FBC20201TPI2014 Matrix=SH Weight: 11.7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins; BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4.SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-15 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at micipt 5-7 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=333(LC 12) Max Uplift 7=-362(LC 12), 2=-511(LC 12) Max Grav 7=898(LC 1), 2=1113(LC 17) FORCES. (lb) - Max. Comp'./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1489/778, 3-4=-1183/586, 4-5=-1006/593' BOT CHORD 2-10=-920/1318, 8-10=-501/865, 7-8=-501/865 WEBS 3-10=-358/368, 4-1 0=-1 4/271, 5-7=-1085/633 NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf;'BCDL=5.Opsf; h=16ft; B=75ft; L=60ft;,eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9,'Interior(1) 3-10-9 to 9-0-0, Exterior(2R) 9-0-0 to.17-5-13, Interior(1) 17-5-13 to20-6-4 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 will fit between, the bottom chord and any other: members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except Qt=lb) 7=362, 2=511. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 foran Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing . MIT®k� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . 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 Qty- Ply GHO Homes - Tacoma - Traditional T25608327 2931979-GHQ-1007MW F5G Half Hip Girder 1 1 Job Reference (optional) Duuuers rrstauurue (rant L.ny, rLl, rianl tliry, rL - 50001, - 6.43U S Aug 16 2U21 MI I eK Inaustnes; Inc. Mon Uct 11 U8:U8:U3 2U21 f age 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_ tjE9n14rRw3Gj7JTVSgSs?OSNDnTEzXu6zixASyUYLA 2-0.0 7-0-0 13-10-0 20.8-0 2-0-0 7-0.0 6-10-0 6-10-0 Scale=1:39.4 4x8 = 2x4 II 3x8 = 3 13 14 15 4 16 17 1B 5 4x4 = 7.0-0 13-10-0 20-8-0 7-0-0 6-10-0 6-10-0 Plate Offsets (X,Y)-- [2:0-1-8,Edge1, [3:0-5-4,0-2-01, [6:Edge,0-3-81, [7:0-1-12;0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in .(loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.95 Vert(LL) 0.18 7-9 >999 360 MT20 244/190 TCDL : 15.0 Lumber:DOL 1.25 BC: .0.98 Veit(CT). -0.29 7-9 >848 240 BCLL . 1 ' 0.0 Rep Stress Incr NO W B ' . 0.63 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC202OfTP]2014. Matrix-SH Weight: 106 lb FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except BOT CHORD Rigid ceiling directly applied or 5-5-12 oc bracing. 6-8: 2x4 SP M 31 WEBS 1 Row at midpt 5-7 WEBS 2x4 SP No.3 *Except* 3-7,5-7: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=278(LC 21) Max Uplift 6=-841(LC 8), 2— 870(LC 8) Max Grav 6=1914(LC 25), 2=1892(LC 25) FORCES. :(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3098/1199, 3-4=-2719/1176, 4-5=-2719/1176, 5-6=-1630/777 BOT CHORD 2-9=-1130/2078, 7-9— 1136/2712 WEBS 3-9= 148/833, 4-7=-652/527, 5-7=-1291/2991 NOTES-. (1.0) 1) Wind: ASCE.7-16; Vult=160mph (3-second gust) Vasd=124mph; T.CDL=5.Opsf; BCDL=5.Opsf; h=.16ft; B=75ft; 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 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 6) Refer to girder(s) for truss to truss connections. ; 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=84112=870. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 267 lb up at 7-0-0, 131 lb down and 107 lb up at 9-0-12, 131 lb down and 107 lb up at. 1.1-0-12, 131 lb down and'107 lb up at 13-0-12, 131 Ib. . down and 107 lb up at 15-0-12, and 131 lb down and 107Ib up 'at 17-0-12, and 123 lb down and 94 lb up at 18-10-5 on top chord, and 509 lb down and-188lb.up at 7-0.0, 159 lb down and 52 lb up at 9-0-12, 159 lb down and 52 lb up at 11-0-12, 159 lb down and 52 lb up at 13-0-12, 159 lb down and 52 lb up at 15-0-12, and 159 lb down and 52 lb up at 17-0-12, and 211 lb down and 106 lb up at 18-10-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).. Joaquin Velez PE N.o.68182 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any:. MiTek USA, Inc. FL Cert 6634 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 6904 Parke East Blvd. Tampa FL 33610 Date: LOAD CASE(S) Standard October 11,2021 Continued on page 2 C 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 verity the applicability of design parameters and property incorporate this designinto the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek' is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - . ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608327 2931979-GHO-1007MW F5G Half Hip Girder 1 1 Job Reference (optional) ounuerb rubrauurce knelt LAW, rLl, rrarn uny, rL - oJaor, . t1.43U s Aug 1 ti 2U21 MI I eK maustnes, Inc. Mon UCt 11 U6:U8:U3 2021 Fage 2 ID:OyAj Bm2?TRQgYMVts_wisyzNVH_-tj E9n14rRw3Gj7JTVSgSs?OSN DnTEzxu6zl xASyUYLA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=•70,.3-5=-70, 2-6=-20 Concentrated Loads (lb) Vert:_3=-82(B) 9=-384(B) 13=-32(B)14=-32(B) 15— 32(B)16=-32(B) 17=-32(B) 18=-21(B) 19==143(B) 20=-143(13) 21=-143(B) 22=-143(13) 23=-143(B) 24=-198(B) Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 : ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component. 6904 Parke East Blvd. SatetyInformation available from Truss Plate Institute„2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL �36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608328 2931979-GHO-1007MW 13113. Monopitch Girder 1 2 Job Reference (optional) "" •""•" •""`�`�`�„'� �, „",• �+,,7r, �-/, , iu.n ­y, , -,+,+� . - 0.90V S Nuy 10 zUz I rvn r UK 11uU5ole5, rrc. rvion Vcl r I uo;ua:Ua zue i rage 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH= p6Mvg55zXJ_yRTsdtswxQTwll bQipeBZHW2EKyUYL8 -2-0-0 5.6-11 10-6-13. 15-7 2.0.0 5-6-11 - 5.0.3 5.0.3 2x4 11 Scale=1:57.1 7 3x4 i 6:00 12 6. 4x8 i 5 C 3x4 i 4x4 4 3 1311 2x4 11 26 10 0" 2 _ N r? 2x4 11 ST1 d 1 17 21 22 �6 23 24159 12''.9 625 114x8 3x10 11 8x10 = 3x8 II 3x6 I I 5x8 = 10.6-13 15-7-0 16-1 0- 'II'4811 . Plato r)ffeafc tY Vl_- r9-n-d-0 n-1_1al ri a•n_A_A n-d-m rlA.n-r.-A n-i-Ai, rir-n Q-19 n-R.n1 .. " LOADING (pso SPACING- 2-0-0 CSI. DEFL. in . (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) . 0.11 16-17 >999 360 MT20 244/190 TCDL 15.6 LUmber,DOL 1.25 BC. ':0.51 Vert(CT). -0.17 16-17 >999 240 BCLL 0.0 ' Rep Stress lncr NO WB 0.85 Horz(CT) 0.02 14 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Weight:.331 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-10 oc pudins, BOT CHORD 2x8 SP 240OF 2.0E `Except' . except end verticals. 6-14: 2x4 SP No.3, 10-13: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 10-11 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 10, 13 REACTIONS. (size) 2=0-8-0, 14=(0-3-0 + bearing block) (req. 0-4-13) Max Horz 2=563(LC 8) Max Uplift 2=-1538(LC 8), 14= 3616(LC 8) Max Grav 2=3695(LC 1), 14=8167(LC 1): FORCES. (lb) - Max: Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 7453/2793, 3-5=4670693 BOT CHORD 2-17=-2866/6558, 16-1.7=-2866/6558, 13-14=-4552/2161, 6-13= 392/297 WEBS' 3-17=-939/2273, 3-16=-2770/1256, 5-16=-1662/4153, 13-16=-191014439, 5-13=-4747/2050 NOTES= (1.0) 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc, 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 2x8 SP 2400F 2.0E bearing block .12" long at jt. 14 attached to each face with 4 rows of 1 Od (0.131 "x3") nails spaced 3" o.c. 16 Total fasteners per block. Bearing is assumed to be SP No.2. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This:truss has been designed for a .10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been, designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Wjll 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) 2=1538, 14=3616. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2792 lb down and 1281 lb up at 7-1 mg, 1418 lb down and 581 lb up at 9-0-12, 1418 lb down and 586 lb up at 10-4-12, 1424 lb down and 604 lb up at 12-4-12, 1434 lb down and 512 lb up at 14-4-12, and 1380 lb down and 506 lb up at 16-4-12, and 580 lb down and 393 lb up at 16-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cart 6634. 6904 Parke East Blvd, Tampa FL 33610 Date: October 11,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE 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 properiy'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 . iwiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII 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 GHO Homes - Tacoma - Traditional T25608328 2931979-GHO-1007MW G1G. Monopitch Girder 1 2 Job Reference (optional) t..ru n —Y' V/, r m, a vny, I I- JJV V r , 0.'{3U S Hug 10 ZUZ 1 IVII I eK IOUusine5, Inc. ivion UCI I I umumU0 zuzi rage z - ID:OyAjBm2?TRQgYMVts_wlsyzNVH_ p6Mvg55zX,1_yRTsdtswxQTwllbQipeBZHW2EKyUYL8 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf). Vert: 1-7=-70, 2-14=-20, 8-14= 20, 10-11=-20 Concentrated Load's (lb) Vert: 16=-1418(F) 9=-560(B) 21=-2792(F) 22=-1418(F) 23=-1.424(F) 24=-1281(F) 25=-1252(F); . b. 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 foran individual building comporienf 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 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 .. ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 ParkeEast Blvd. Safety Information available from Truss. Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL :36610 - Job Truss Truss Type (]:Illy Ply GHO Homes - Tacoma - Traditional T25608329 2931979-GHo-1007MW G2 Roof Special 1 1 Job Reference (optional) ��••�� � • �•���•�� �• ��••� ���r, �1, ,a„, ­ Y, o.vou s mug i o eue 1 rvlr I eK inuiusines, Inc. wtOn uci I i umumuo zuzl rage 1 ID:OyAjBm27TRQgYMVts_wlsyzNVHHlwHQ36kkrSrab22AbN9Ue0_zRuORLzLoxFbmnyUY =L7 " . . . 16.10-8 . 2 0-0 8-5 3 16-3-14 1= .. ..2.0-0 8-5-3 - 7-10-11 0.44- 0-2.8 Scale=1:51.7 2x4 11 6.00 F12 6 0 0 N 2x4 0 3x4 G. 3x4 = 2x4 11 2x4 11 8-5-3 16-3-14 l f-1 Q-8 8-5-3 7-10-11 0-6.10 Plate Offsets (X,Y)--[2:0-2-10,0-1-81, [7:0-4-8,0-1-81, [9:0-5-8,0-4-01 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in .(loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.80 Vert(LL) -0.11 2-13 >999 360 MT20 244/190 TCDL 15.0 LUmbe�.DOL : 1.25 BC. 0.65 Vert(CT). -0.26 2-13 >760 240 . BCLL 0.0 ' Rep Stress Incr ' YES WB 0.52 Horz(CT)'. 0.01 7 n/a ;,:' n/a.' BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 11816 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N6.2 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc pudins, BOT CHORD 2x4 SP No.2 'Except` except end verticals. 8-10: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-7-14 oc bracing: 2-13. OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 9 REACTIONS. (size) 2=0-8-0, 7=Mechanical Max Horz 2=542(LC 12) Max Uplift 2= 360(LC 12), 7=-383(LC 12) Max Gram 2=955(LC 17), 7=834(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1032/232, 3-5=423/72 BOT CHORD 2-13=-678/927, 5-9=7286/533, 8-9= 211/269, 7-8=-244/314 WEBS 3-13- 119/278, 9-13=-674/908, 3-9=-642/450, 5-7=-782/608 NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (&second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1.7 to 3-10-9, Interior(1) 3-10-9 to 16-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsiblefor 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 at=lb) 2=360, 7=383. 7) This manufactured product is designed -as an individual building component. The suitability and use of this component for any' " particular building is the responsibility of the building designer per ANSI. TPI.1 as referenced by the building code. Joaquin Velei,PE No.68182 MiTek USA, inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 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 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 Ouality Criteria, DS11-89 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 9ty Ply GHOHomes- Tacoma - Traditional T25608330 2931979-GHO-1007MW G3 Half Hip 1 1 Job Reference o tional r7 0 nuy ' o zuz i nu i ert inuusu'2 mu: Tun ua r i i a:"mo zuz i rage r I D:OyAj Bm2?TRQgYM Vts_wl syzN V H_-2 BZShoNnj rp?8BQuZs uM FD cot_nKQSSpgfCywGyU SX6 15-10-0 •2-0.0 2-8-0 8-0-0 13.4.0 14-8-015-3- ' 2-0-0 2-8.0 5.4.0 -7- - 0-7-0 Scale:.1/4"=1' 5x6 = 7x10 = 6.00 F12 6.7 . 4x4 = 2-8-0 8-0.0 13-4-0 15-3-0 . . . 5-4-0. 5-4-0 1-11-0 - 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in, (loc) : Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL :1.25 TC 0.71 Vert(LL) 0.27 13 >686 360 MT20 244/190 TCDL 15.0 Lumber DOLT' 1.25 BC 0.99 Vert(CT) . -0.36 13 >503 240 BCLL 0.0 ' Rep Stress lncr .. YES WB 0.37 Horz(CT) 0.16 18 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH " Weight: 123 lb F r = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 6-7: 2x6 SP No.2, 1=5: 2x4 SP M 31 end verticals. BOT CHORD 2x4 SP No.2 'Except BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 3-13,9-11: 2x4 SP No.3, 3-10: 2x6 SP No.2 WEBS 1 Row at midpt 4-10 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except 7-17: 2x8 SP 240OF 2.0E WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/siie) 2=879/0-8-0, 18=629/0-6-0 Max Horz 2=482(LC 12) Max Uplift 2=-360(LC 12), 18=-322(LC 12) Max Grav 2=913(LC 17),18=715(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-380/0; 3-19= 1276/541, 19-20=-1242/541, 4-20=-1150/559, 10-17=-474/519, 7-17=466/507 BOT CHORD 3-12=-908/1210, 11-12=-908/1210, 10-11= 900/1198 WEBS 4-12=-77/450, 4-10=-1196%885, 7-18=-722/559 NOTES. (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 14-8-0, Exterior(2E) 14-8-0 to 15-1-0 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) All plates are 2x4 MT20 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 a live load of 20.Opsf on the bottom chord in -all areas where a rectangle M-0 tall by 2-0-0 wide .will fit between the. bottom chord and any other members: 8) Bearing at joint(s) 18 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 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint 2 and 322 lb uplift at MiTek USA, Inc. FL Cert 6634 joint 18. 6904 Parke East Blvd. Tampa FL 33610 10) This manufactured product is.designed as an individual building component. The suitability and use of this component for any Date: particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. October 11,2021 A WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is foran Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to preyent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , , . ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL :36610 ' Job Truss Truss Type Qty. Ply GHO Homes - Tacoma - Traditional T25608331 2931979-GHO-1007MW . G4 Half Hip 1 1 Job Reference (optional) t, Ian vgy,.l Lr, rlal a -y, rL - Jaao/, BAJU S AUg 10 eUZ I mt t eK InUUsmes, mc. mon um i i Utl:Ut1:U`.I zuzl rage 1 I D:OyAjBm2?TRQgYMVts_wlsyzNVH_-itbQ258cl mgQR2ndsjxs6GeW eegleeunUvU FN5yUYL4 -2-0-0 2-8.0 7-10-0 13-0-0 1- 0 15-3-0 1 -10 0 2.0.0 5-2-0 5-2-0: 0.4,0 1-11-0 -7- 4x4 - Scale = 1:42.2 6.00 F12 5x12. _ 6 22 7 6x8 = .7-10-0 r lglG VIIJOW tn,r/-- tG.v-I--r,�Uyc�, tG'.V-V-Y,GUIf GJ, tJ.V-O-Y,V-J-Vf, tJ. V-O-Y,VV-I:Jf, t/.U-J-4,V-J-VJ' LOADING (pso SPACING- 2-6-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) . 0.28 13 >652 360 MT20 244/190 TCDL ' 15.0 Lumber.DOL 1.25 BC 0.99 Vert(CT). :-0.36 13 >509 240 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.18 19 n/a rn/a- BCDL` 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 118lb FT=20/ LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 'Except" TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, 1-5: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 3-13,9-11: 2x4 SP No.3, 3-10: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 17 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 7-18: 2x8 SP 240OF 2.0E WEDGE Left: 2x4 SP No.3 REACTIONS. (size)2=0=8-0, 19=0-6-0 Max Horz 2=441(LC 12) Max Uplift 2=-378(LC 12),: 1 9=-304(LC 12) Max Grav 2=916(LC 17), 19=6B3(LC 17) FORCES. (lb) - Max: Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-380/0, 3-4=-1287/650, 10-18=391/579, 7-18=-391/579 BOT CHORD 3-12=-935/1202, 11-12=-935/1202, 10-11= 947/1205 . WEBS 4.-12=-81/455, 4-17=-1179%907, 10-17=-1232/961, 7-19= 689/509 NOTES- (9) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to3-10-9, Interior(1) 3-10-9 to 13-0-0, Extedor(2E) 13-0-0 to 15-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has, been designed fora live load of 20.Opsf on the bottom chord in all areas where. a rectangle 3-6-0 tall by 2-0-0 wide will fit between the. bottom. chord and any other members. 7) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain. formula. Building designer should Verify capacity of bearing surface.' 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=378, 19=304. Joaquin Velez PE No.68182 9) This manufactured product is designed as an individual building component: The suitability and use of this component for any MiTek USA, Inc. FL Cert 6634 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 6904,Parke East Blvd. Tampa FL 33810 Date.. October 1.1,2021 ® WARNING - Verity designparameters 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 ANSUfP/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, FL36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608332 2931979-GHO-1007MW G5 Half Hip 1 1 Job Reference (optional) 0.1+0U s MUg 10 ZVe I Ivrr r eK Inuustnes, Inc. IvIVn um I I umuo; I U euz I rage i I D:OyAj Bm2?TRQgYMVts_wlsyzNVH_-A39oFR9Eo4yG2CMpP RS5eUAjc2CCNA5wjZDowYyUYL3 -2 -0 2=8.0 4-10.0 6.10-0 11-0-0 13-4-0 15-3-0 1 -10-0 . 2-0-0 2-B-0 2-2-0 2-0-0 4-2-0 2-4-0 1-11-0 7- 6x8 = 4x8 = 5x12 = . 5 21 6 1 c c 2-8.0 4-10-0 6-10-0 11-0-0 13-4-0 1— -9 1 -10-0 22 6 2-2-0 2-0-0 4-2-0 2-4-0 - 1-11-0 7- Plate Offsets (X,Y)-- r2:0-2-10,0-1-81.f3:0-0-4.0-2-11.f5:0-5-4.0-2-01.f6:0-5-4.0-3-01 m 0 L6 I9 Scale=1:38.5 LOADING (psf) SPACING- 2-0-13 CSI. DEFL. in ..(loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1:25 TC 0.63 Vert(LL) 0.27 13 >676 360 MT20 244/190 TCDL 15.0 LUmber,DOL 1.25 BC. :0.85 Vert(CT) -0.34 13 >545 240' . BCLL _ .0.0 Rep Stress Incr YES WB' 0.45 Horz(CT) 0.16 18 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix-SH Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, 5-6: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. 3-13,8-10: 2x4 SP No.3, 3-9: 2x4 SP No.1 WEBS 1 Row at midpt 4-11 WEBS 2x4 SP No.3 `Except' 6-7: 2x4 SP No.2 OTHERS 2x4 SP No.3 `Except* 6-17: 2x8 SP 240OF 2.0E .REACTIONS. (size) 2=0-8-0, 18=0-6-0 . . Max Horz 2=387(LC 12) Max Uplift 2=-398(LC 12), 18=-282(LC 12) Max Grav 2=918(LC 17), 18=650(LC 17) FORCES: (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3==371/0, 3,-4=-1883/1177, 4-5=-655/314, 9-17=-366/540, 6-17=7366/540 BOT CHORD 3-12=-1473/1829, 11-12=-1473/1829, 10-11=-391/540, 9-10=-410/55B WEBS 5-11=-176/427, 5-9=670/493, 4-12=-70/353, 4-11=-1336/1116, 6-18=-657/449 NOTES- . (9) 1) Wind: ASCE 7-16;,Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft;, L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 11-0-0, Exterior(2E) 11-0-0 to 15-1-0 zone; cantilever left and right exposed ;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has, been designed for wlive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0:wide . will fit between the bottom chord and any other members. 7) Bearing at joint(s) 18 considers parallel to grain value.using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=398, 18=282. 9) This manufactured product is designed as: an individual building component. The suitability and use of this component for any Joaquin Velez PE No.68182 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Mirek USA, lne. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 © WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is, based only upon parameters shown, 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 : ANS11Tp/1 Quality Criteria, DSB-89 and BCSI Building Component . 6904 Parke East Blvd. Safety Information available from Truss: Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL *36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608333 2931979-GHO-1007MW 136 Half Hip 1 1 Job Reference (optional) ^n 1 ter, o.vou s muy r o eve r rvu i eK ureusures, inc. mon uct i I umuts:1 I eve I rage 1 . ID:OyAjBm2?TRQgYMVts_wlsyzNVH= eGjATnAsZN47gMwOzBzKBhjuPSXh6eV4yDzMS_yUYL2 -2-0-0 2-8-0 5-3-8 9-0.0 13-4.0 15.3.0 1 -10- 2-0.0 2-6-0 2-7-8 . 3.8-8 4-4-0 1-11-0 7-0 46 = 5 20 6x8 = 5x12 = 6 Scale=1:34.2. 2-8.0 2-7-8 3-8-8 4-4.0 rl 1-11-0 -7-0 Plate Offsets (X,Y)-- [3:0-0-8,0-2-12], [6:0=1-12;0-3-0] " LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in . (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.63 Vert(LL) 0.28 13 >664 360 MT20 244/190 TCDL- 15.0 Lumber DOL 1.25 BC: 'O.90 Vert(CT) -0.33 13 >547 ' 240: BCLL 0.0 ' Rep Stress Incr YES WB ' 0.44 Horz(CT) 0.16 18 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 98lb FTm20% LUMBER - TOP CHORD 2x4 SP M 31 *Except* 5-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-13: 2x6 SP No.2, 3-9: 2x4 SP No.1, 8-10: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 6-17: 2x8 SP 240OF 2.0E BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. REACTIONS. (size) 2=0-8-0, 18=0-6-0 Max Hors 2=333(LC 12) Max Uplift 2= 417(LC 12), 18=-264(LC 12) Max Grav 2=910(LC 17), 18=629(LC 1) FORCES.. (lb) -Max. Comp./Max. Ten..- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-383/0, 3-4=-1647/1045, 4-5=-873/507, 5-6==746/512 BOT CHORD 3-12=-1221/1556, 11-12=-1221/1556 WEBS 6-11=-491/691, 4-12=-137/277, 4-11=-886l771, 6-18=-650/443 NOTES-. (9) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft;.Cat.. Il; Exp C; Encl., GCpi=0,18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9., Interior(1) 3-10-9 to 9-0-0, Exterior(2E) 9-0-0 to 15-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPi 1 angle to grain formula. Building designer should verify . . capacity of bearing surface. 8) Provide mechanical connection (by others) of truss, to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=417, 18=264. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE N6.66162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is*based only upon parameters shown, and is for an individual building component, not^ - a truss system. Before use, the building designer must vedfythe 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 . MITeiC� 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 ANSVrP11 Quality Criteria, DSB799 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 GHO Homes -Tacoma - Traditional T25608334 2931979-GHO-1007MW G7G Half Hip Girder 1 2 Job Reference (optional) 0.40u s Aug to ZUZ I Ivu r UK rnuustnes, Ino. Mon uut i I Umum IC eue i rage i . ID:OyAjBm2?TRQgYMVts_wlsyzNVFL aerxuSC75?Krvg405Z?oG6oABFKDaa2NPXSTWtyUYLO -2-1.0 2.8-0 4-10.0 7-0-0 11-1-6 13-4 60 15-3-0 15-10-0 2-0-0 2-8-0 2-2-0 2-2-0 4-1-6 . 2-2-10 1-11-0 0-7-0 Scale = 1:31.3 6x8 = 4x8 = 5x12 = 4 22 5 23 24 25 6 2-8.0 4-4-0 4-1-6 2-2-10 1-11-0 0-7- 1^r ,I-- LOADING (psf) LG,V ,-u,�u4-b Lu.v--r-crv-�--Jr l-n�v--rrv-c-vlr SPACING- 2-0-0 Lv.v-r-ic,�v-vl CSI. DEFL. in .(loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL• 1:25 TC 0.87 Vert(LL) . 0.22 13 >821 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC: .0.45 Vert(CT): .-0.33 13 >550 240 BCLL 0.0 Rep Stress Incr NO W8' 0.31 Horz(C.T) . 0.1.5 19 n/a n1a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 200 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except' TOP CHORD - Structural wood sheathing directly applied or 6-0-O.oc pudins, 4-6: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-9: 2x6 SP M 26, 8-10,3-14: 2x4 SP No.3 6-0-0 oc bracing: 7-8. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 6.18: 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 19=0-6-0 Max Horz 2=278(LC 21) Max Uplift 2=-685(LC 8), 19=-599(LC 8) " Max Grav 2=1585(LC 25), 19=1506(LC 25) FORCES. (lb) -Max. Comp./Max. Ten.. -All* forces 250 (lb) or less except when shown. TOP CHORD 2-3=-995/237, 3-4=-2895/1046, 4-5=-1914/745, 5-6==1914/745, 9-1 8=-1 33/483, 6-18=-101/408 BOT CHORD 3-12=-990/2573, 11-12=-1013/2650, 10-11 =-1 821443, 9-1 0=-1 94/461, 3-14=-119/383 WEBS 4-12= 393/1288, 4-11=-857/312, 5-11=-283/219, &11= 664/1733, 6-19=-1583/633 NOTES- .(12) 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 bc: Bottom chords connected as follows: 2x4 - 1 row at 0.9-0 oc,'2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face. in the LOAD CASE(S) section. Ply to . ply connections have been provided to distribute only loads noted'as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0p'sf; h=16ft; B=75ft; L=60.ft 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 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loadingrequirements 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) This truss has been designed for a 10.0 psf bottom'chord Live load nonconcurrent with any other live loads. 8)'- This truss has been designed for a 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. 9) Bearing at joint(s) 19 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) exceptQt=lb) 2=685, 19=599. Continued on page 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. . Design valid for use only with MiTek® connectors. This design is, based only upon parameters shown,,and is foran Individual building component, nott- . a truss system. Before use, the building designer must vedfy,the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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, MO 20601 Tampa, FL .36610 Job Truss Truss Type - Qty. Ply GHO Homes - Tacoma - Traditional T25608334 2931979-GHO-1007MW GM Half Hip Girder 1 2 Jab Reference (optional) ouuuem ntmouurcc tndut uny, rt-1, rid[ t uny, rL - 000oI, - tl.4JU s Aug it) zuzl mi I eK Inausmes, Inc. Mon Lici i i Ut1:ub:13 zuzl - vage z . ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-aerxuSC75?Krvg4O5Z?oG6oABFKDaa2N PXSiWtyUYLO NOTES (12) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 136 lb down and 138 lb up at 3-0-12, 47 lb down and 80 lb up at 5-0-12, 90 lb down and 79 lb up at 7-0-0, 90 lb down and 68 lb up at 9-0-12, 90 lb down and 68 lb up at 11-0-12, and 90 lb down and 68 lb up at 13-0-12, and 114 lb down and 107 lb up at 14-8-4 on top chord, and 243 lb down and 63 lb up at 3-0-12, 174 lb down and 78 lb up at &0-12, 214 lb down and 81 lb up at 7-0-12, 214 lb down and 81 lb up at 9-0-12, 214 lb down and 81 lb up at 11-0-12, and 214 lb down and 61 lb up at 13-0-12, and 165 lb down and 46 lb up at 15-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard .1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-70, 3-4=-70, 4-6=-70, 2-14=-20, 13-14=-20, 3-10==20, 7-8=-20 Concentrated Loads (lb) Vert:9=-149(B) 12=-195(B) 11=-195(B) 20=-74(B) 21=-6(B) 25=-44(B) 26==116(B) 27=-172(B) 28=-195(B) 29= 195(B) Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. _Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not, a truss system. Before use, the building designer must vedfythe 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 alwaysrequired 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?pIl 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 GHO Homes -Tacoma - Traditional T25608335 2931979-GHQ-1007MW . H1 Monopitch 3 1 Job Reference (optional)- 0.40U5rUy ID 4U41'IVII JUK n1UU5Ine5, Inc. ivion Vct I I umum14 euzi rages ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-2rPJ5oClsISiXgfbeGXi pKLNMfhQJyfWeBB03JyUYL? 2-0-0 6-3-8 12.4-0 2 0 0 6-3-8 6-0-B 2x4 11 annFI-9 .. 4 6-3.8 Scale = 1:39.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ..(loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TIC 0.71 Vert(LL) -0.04 2-6 >999 360 MT20 244/.190 TCDL 15.0 Lumber DOL 1.25 BC. 0.38 Vert(CT) -0.07 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 HOrz(CT) ' 0.01 5 n/a n/a BCDL 10.0 Code FBC2020[TP12014 _ Matrix-SH Weight: 69 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 BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=418(LC 12) Max Uplift 5=-268(LC 12), 2=7319(LC 12) Max Grav 5=595(LC 17), 2=747(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib)'or less except when shown.' TOP CHORD 2-3==723/191, 4-5=-195/259 BOT CHORD_ 2-6=-571/645, 5-6=-572/642 WEBS 3.-6=0/272, 3-5=-717/638 . NOTES- (7) 1) Wind: ASCE 7-16;•Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=711; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1).3-10-9 to 12-2-4 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 Qt=lb) 5=268, 2=319. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date, October 1.1,2021 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 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 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 GHO Homes - Tacoma - Traditional T25608336 2931979-GHO-1007MW H2 Monopitch 1 1 Job Reference (optional) - ou,merb rusrauwue ir,nrn u,ly, rL/, rlanl V,ly, rL - 0000r, n.4JU8 Aug 1 b, zuzl mi I eK Inausines, Inc. mon uci l l Utl:Ut7:14 zyz1 rage 1 ID:OyAjBm2?TRQgYMVts=wlsyzNVH_-2rPJ5oCIsISiXgfbeGX1 pKLNMfiXJ3pWeBB03JyUYL? -2-0-0 6-3-6 12-4-0 2,0-0 6-3-8 6-0-8 Scale=1:40.3 2x4 II 6.00112 4 2x4 II.. o 1 4 i 8 2x4 I I 3x4 = 0-8-8 5.4-0 6-3.8 12-4-0 0.81 8 8 4-7-8 0-11-8 6.0-8 Plate Offsets (X Y)-- [2:0-2-10 0-1-8j [3:0-3-0 0-3-0) LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 . Plate Grip DOL 1.25 TIC 0.71 Vert(LL) -0.03 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber:DOL : . 1.25 BC, 0.31 Vert(CT). -0.06 5-6 >999 240 BCLL - 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight 69Ib 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-0-0 except Qt=length) 2=1-0-0, 8=0-3-8, 7=0-3-8. (lb) - Max Horz 2=418(LC 12) Max Uplift All uplift 100 lb or less at joints) 8, 7 except 5- 173(LC 12), 2=-444(LC 12), 6=-200(LC 12) Max Grav All reactions 250 lb or less at joint(s) 8, 7 except 5=292(LC 17), 2=360(LC 1), 6=586(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 277/116, 4-5=-195/258 . WEBS 3-6=-463/489 NOTES- (6) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf;'BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 12-2-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 8, 7 except at=lb) 5=173,2=444, 6=200. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904. Parke East Blvd. Tampa FL 33610 Date, 'October 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based. only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design:into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" 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 . ANSI/TPII Quality Criteria, OSB-89 and SCSI Building Component .. 6904 Parke'East Blvd. Safety Information available from Truss. Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL:36610 Job Truss Truss Type Oty Ply GHO Homes - Tacoma - Traditional T25608337 2931970-GHO-1007MW H3 Half Hip 1 1 Job Reference (optional) outwcts ntbrouutue trrdnt Ulty, rLl, rrant ugly, rL - 00001, t1.4ou s Myg 10 eue I MI I eK Inous[nes, Inc. mon uci 11 Ut1:UC:1 o zuzl rage 1 ID:OyAj Bm27TRQgYMVts_wlsyzNVH_-W 1 yhJ8DNdcaZ9zEnC_2GLXuY531 f2NgftrxZblyUYL_ -2-0.0 6-3-8 10-4-0 12-4-0 2-0.0 6-3.8 : 4-0.8 .2 4x4 = 2x4 11 4 5 00 " 2x4 6 1 Scale = 1:34.6 LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC. 0.71 Vert(LL) -0.04 2-7 >999 360 MT20 244/190 TCDL . 15.0 Lumb&.DOL 1.25 BC: :0.38 Vert(CT): -0.07 6-7 >999 240 BCLL 0.0 ' ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.01 6 n/a : "n1a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 731b 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 BOT CHORD Rigid ceiling directly applied or 7-4-15 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=369(LC 12) Max Uplift 6=-244(LC 12), 2=-343(LC 12) Max Grav 6=557(LC *17), 2=752(LC 17) . FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3==720/313 BOT CHORD 2-7=-608/630, 6-7_ 608/630 WEBS. 3-7=0/272, 3-11=-682/653, 6-11=-733/720 NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 10-4-0, Extedor(2E) 10-4-0 to 12-2-4 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 1.0.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fif between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=244, 2=343. 8) Thismanufactured product is designed as an individual building component. -The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI.1 as referenced by.the building code. Joaquin Velei.PE N6.66182 MiTek USA, Inc. FL Cert 6634 6904, Parke East Blvd. Tampa FL 33.610 Date: October 11,2021 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and'is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing " 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 . ANSUTpII Quality Criteria, DSB-89 and BCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Tacoma - Traditional T25608338 2931979-GHO-1007MW , H4 Half Hip 1 1 Job Reference (optional) rsunaers rlrst00urce (mant ldty, M), rlam Glty, rL - 0000/, 0.40U s Aug 10 ZUZ I IVII I eK umuslnes, InO. wran Ucr r r vo;uo; , o 4U& I rdye r . I D:OyAj Bm2?TRQgYMVts_wlsyzNVH_-_DW 3W UE?OwiQm7pzmhZVulQj rTLvnxOp5Vg76ByUYKz 2.0-0. 4-5-4 B-4-0 12-4.0 2-0.0 4.5-4. 3-10-12 4-0-0 4x4 = 3x4 = Scale=1:28.8 4 5 B-4-0 8-4-0 12-4-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate. Grip DOL 1.25 TIC 0.71 Vert(LL) -0.10 2-7 >966 360 MT20. 244/190 TCDL 15.0. Lumber DOL 1:25 BC. 0.51 Vert(CT) -0.19 2-7 >740 240 BCLL : 0.0 '.. Rep Stress lncr YES W B 0.27. Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 72lb '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 BOT CHORD Rigid ceiling directly applied or 6-10-5 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=315(LC 12) Max Uplift 6=-222(LC 12), 2=-365(LC 12) Max Grav 6=523(LC 17), 2=751(LC 17) FORCES. (lb) -Max.. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-759/511; 3-4=-445/268, 4-5=-357/315, 5-6=-515/496 BOT CHORD 2-7=-728/682 WEBS 3-7=-364/456, 5-7=-461/530 NOTES- (8) 1) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional)' and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 8-4-0, Extedor(2E) 8-4-0 to 12-2-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a -live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=222,2=365. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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, thebuilding 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, . , ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute„2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply GHO Homes - Tacoma - Traditional T25608339 2931979-GHO-1007MW H5 Roof Special 1 1 Job Reference (optional) ounuers rrrsmource triam L111y, rL/, riani laiy, rL - JJbU/, t3.4JU S AUg lb ZUZl mi I eK Inausines, me. Mon Uct 11 U8:Ut3:1 / 2UL1 Nagel ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-TQ4RjgFdBDgHOHOAKP4kOyzubsj9W KHyK90geeylJYKy 2-0-0 6-4-0 10-4-0 2-40 1- 2.0.0 6.4-0 4.0.0 2-0-0 Scale = 1:30.2 .2x4 11 2x4 = 6 lm 6 2x4 1 6-4.0 12-4-0 — — - 6-4-0 . 6-0-0 Plate Offsets (X Y)-- 12:0-2-0,Edge)' 13:0-5-4,0-2-01 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. 0.71 Vert(LL) -0.05 2-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC: 0.38 Vert(CT) .-0.09 2-8 >999 240 . BCLL 0.0 Rep Stress Ihcr YES WB 0.48 Horz(CT) 0.01 7 n/a : n/a. " BCDL 10.0 Code FBC2M0fFP12014 Matrix-SH Weight: 68lb 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 BOT CHORD Rigid ceiling directly applied or 8-8-9 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=310(LC 12) Max Uplift 7=-221(LC 12), 2=-366(LC 12) Max Grav 7=53.1(LC 17), 2=740(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces, 250 (lb) or less except when shown. TOP CHORD 2-3=-692%279 BOT CHORD 2-8= 431/573, 7-8=-429/580 WEBS.. 9-8=0/272, 3-7= 605/454 NOTES- (9) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 3-10-6, Interior(1) 3-10-9 to 6-4-0, Extedor(2E) 6-4-0 to 10-4-7, Interior(1) 10-4-7 to 12-2-4 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 will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 7=22112=366. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This manufactured product is designed as an individual building, component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. . Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 0 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 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 . ANSVTPl1 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 GHO Homes - Tacoma - Traditional T25608340 2931979-GHO-1007MW . H6 Roof Special 1 1 Job Reference (optional) via nrawuurcv tnni a ­1y,. 11), ndi n �11y, rL - OOpor, o.4Ju s Aug 113 zuz r mi r ex inousines, Inc. mon uci 11 umumI u euzl rage 1 I D:OyAjBm2?TRQgYMVts_wlsyzNVH_-xcegxAFFvXy8ORzMt6bzzAW 3LG00Fgx6Zp9EB4yUYKx -2-0-0 4.4-0 8-4-0 12-4.0 2-0.0 4.4-0 4-0-0 4-0-0 OJ 'I 0 2x, 1 4-4-0 4-4.0 2x4 11 5 co 9 N Scale=1:28.5 LOADING (psf) SPACING-' 2-0=0 " CSI. DEFL. in (loc) , -1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1:25 TC 0.71 Vert(LL) -0.10 6-7 >909 360 MT20 244/190 TCDL : 15.0 Lumber DOL . 1.25 BC, 0.53 Vert(CT). .-0.21 6-7 >675 240 : . BCLL 0.0 '' Rep Stress Incr YES WB 0.26 Horz(CT) '0.01 6 n/a n/a.' BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH -Weight: 67 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 BOT CHORD Rigid ceiling directly applied or 7-11-11 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=31 O(LC 12) Max Uplift 6=-221(LC 12), 2=-366(LC 12) Max Grav 6=544(LC 17), 2=729(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-799/327, 3-4=-661/342 BOT CHORD 2-7= 507/721, 6-7=469/592 WEBS 4-6=-661/532 NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=6011; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Intedor(1) 3-10-9 to 4-4-0, Exterior(2E) 4-4-0 to 8-4-0, Interior(1) B-4-0 to 12-2-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load:nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for miss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=221, 2=366. 8) This: manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown,, and is for an individual building comporient, 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 : ANSI17PI1 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 GHO Homes - Tacoma - Traditional T25608341 2931979-GHO-1007MW . H7G Roof Special Girder 1 1 Job Reference (optional) .�wwcm nmauuiun lnnur uny, FL), ruin i.ny, r-L - ooObr, - t7.4dU S Aug lb ZUZI mi I eK mausines, Inc. Mon Uct 11 U6:U6:19 2U21 rage 1 1D:OyAjBm2?TRQgYMVts_wlsyzNVH_-PoCC8W Gtgr4?dbYYRg6CW N2GugM?_GtFnTvnj W yUYKw 2-4-0 6.4-0 :12-4-0 2-0-0 4-0-0 6-0-0 3x4 11 Scale = 1:28.5 5 C? 19 2-4-0 6-4-0 12-4-0 2-4-0 4.0-0 6-0-0 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in . (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.60 Vert(LL) 0.07 7 >999 360 MT20 244/190 TCDL 15.0 Lumber:DOL 1.25 BC: .0.55 Veit(CT) -0.13 6-7 >999 240 BCLL 0.0 Rep Stres's Iper NO WB '0.35 Horz(CT) 0.02 6 n/a :: n/a BCDL 10.0 Code FBC2020/TPI2014. Matrix-SH Weight: 69lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. - WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-2-6 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 4-6 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=31O(LC 24) Max Uplift 6=-272(LC 8), 2= 507(LC 8) Max Grav 6=608(LC 28), 2=835(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces_250 (lb) or less except when shown. TOP CHORD 2-3=-995/45013-4=-1501/500 BOT CHORD 2-8=-516/829, 7-8=-521/843, 6-7= 668/1564 WEBS.. 3-8=-127/275, 3-7=-296/903, 4-6=-1559/664 NOTES- (10) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.i8; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 16 uplift at'joint(s) except Qt=1b) 6=272,2=507. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 190 lb up at 2-4-0, and 106 lb down and 74 lb up at 4-4-12 on top chord, and 186 lb down and 139 lb up at 2-4-0, and 9 lb down at 4-4-12, and 72 lb down and 55 lb up at 6-4-12:on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10)_ This manufactured,product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Joaquin Velez PE N16.68182 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MiTek USA, Inc. FL Cart 0634 Uniform Loads (plf) 6904 Parke East Blvd, Tampa FL 33610 Vert: 1-3= 70, 3-4=-70, 4-5=-70, 2-6=-20 p Date: October 11,2021 Continued on page 2 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and 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 . ANSUfPI1 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 GHO Homes -Tacoma - Traditional T25608341 2931979-GHO-1007MW H7G. Roof Special Girder 1 i Job Reference (optional) I-Q-1- t"ai It v¢y, r'/, IMI n uny, rL - 0000r, tl.4JU s mug 1 n zuzl mi I eK mauslnes, Inc. Mon Uci 11 Ut1:UH:19 zuz1 rage z ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-PoCC8W Gtgr4?dbYYRg6CW N2G ugM?_GtFnTvnj W yUYKw LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=56(F) 8=68(F) 7=-72(F) .. & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy;the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,7PII 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 GHO Homes - Tacoma - Traditional T25608342 2931979-GHo-1007MW HJ01, Diagonal Hip Girder 1 1 Job Reference (optional) uuuucm I nm./vuwc tl ,aI vuy,., L/, 1 a R Vny, rL - JJoo/, 0.4JV 5 Aug r 0 ZU4 r Ml I eK moU5IIle5, tno. ivion Vci I i u0:u0:zu ZUZ i rage i ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-t_maMrHW R8CsFl7k?XdR2bbLs4fejoZO07eKFiYUYKv -2-9-15 3-6-7 2-9-15 3-6-7 1 0-6.0 3-6-7 0_6.0 2-10-7 .. .. .. . LOADING (psf) SPACING- 2=0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.07 2-4 >556 360 MT20 - 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.06 2-4 >607 240 BCLL ' 0.0 ' . Rep Stiress Incr NO WB :0.00 Horz(CT) : 0.14 7 n/a n/a BCDL . 10.0 Code FBC2020/TP12014 Matrix-P .' Weight:21 Ib FT=20% LUMBER- " BRACING - TOP CHORD 2x4 SP No.2. TOP CHORD Structural wood sheathing directly applied or 3-6-7 oc purlin& BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 2=0-8-0, 4=Mechanical, 7=Mechanical Max Horz 2=123(LC 8) Max Uplift 3=-8(LC 1), 2=-391(LC 8), 4=-101(LC 17) Max Grav 2=677(LC 28), 2=386(LC 1), 4=187(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (12) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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) 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: 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 studs spaced at 2-0-0 oc. . 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) Refer to girder(s) for truss to truss connections. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) 2=391, 4=101.. 10) Hanger(s) or other connection device(s)shall be provided sufficient to support concentrated load(s) 212 lb down and 169 lb up at 1-6-12, and 212 lb down and 1;69 lb up at 1-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others., 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard . ' ' . . 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3= 70, 2-4= 20 Concentrated Loads (lb) Vert: 8=166(F=83,.B=83) Joaquin Velez PE No.68162 MiTek USA, li1c. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 Q WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.511912020 BEFORE USE. . Design valid for use only with MiTea 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see - . ANSIITP11 Duality Criteria, DSB789 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -'Tacoma - Traditional T25608343 2931979-GHQ-1007MW HJ1 . Diagonal Hip Girder 2 1 Job Reference (optional) ouuuera rnbtOUurUe tnant %Any, rt-I, mint %Any, M - J000i, .. ti.4JU S Aug I b 2UZ1 mi I eK InausmeS; Inc. Mon Vct l l Utj:Utl:22 2U21 rage 1 I D:OyAjBm2?TRQgYMVts_wlsyzNVH_-pNtKnXJmzrnTaU2G76ygv7OgjTtS2Bi3hUQ7RKryUYKt -2-9-15 4-1-7 2-9-15 4-1-7 2 Ch Scale=1:17.4 4-1-7 4-1-7 :LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.01 2-4 >999 360 MT20, 244/190 TCDL 15.0 Lumber DOL 1:25 BC. 0.21 Vert(CT) -0.03 2-4 >999 240 BCLL 0.0 '. Rep Stress [nor, NO WB .0.00 Horz(CT) -0.18 7 n/a n/a BCDL 10.0 Code FBC20206TPI2014 Matrix-P Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins.: BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' OTHERS 2x4 SP No.3 REACTIONS. All bearings 4-1-7 except Qt=length) 7=Mechanical. (lb) - Max Horz 2=134(LC 24) Max Uplift All uplift 100 lb or less at joint(s) 3 except 2=-269(LC 8) Max Grav All reactions 250 lb or less at joint(s) 3, 3, 4, 4 except 2=549(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 2.50 (lb) or less except when shown. NOTES- (11) _. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=6011; eave=2ft; 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) 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 ANSVTPI 1: 3) Building Designer / Project engineer responsiblefor verifying applied roof live load shown covers rain loading requirements specific to the use of this truss_ component. 4) Gable studs spaced at 2-0-0 Do. . 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, 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) 3 except Qt=lb) 2=269. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 56 lb up at 1-6-1, and 289 lb down and 239 lb up at 1-6-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) sectioni loads applied to the face of the truss are noted as front (F) or back (B). 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI.1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Joaquin Velez PE No.68182 .Vert: 8=97(F) MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITE 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 : - ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waidorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty. ' Ply GHO Homes - Tacoma - Traditional T25608344 2931979-GHO-1007MW HAA Diagonal Hip Girder 1 1 Job Reference (optional) Duuuws nrsrOUurce trrani %.ny, rLI, riani L'Iiy, rL - 0:l0W, - U.43U S Aug 1 b "LUG1 MI I eK maustnes, Inc. Mon Uet 11 U8:UH:23 2U21 Page 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-HZRj_tJOk3bQ6CrJgfB8gDDr6HnGw9Jd4t_sHyUYKs 2-9-15 2-0-11 2-9-15 : 2-0-11 Scale=1:13.9 v 06 am 0 2-0-11' 0-8-0 1-4-it LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 . TCDL 15.0. Lumber DOL 1:25 BC 0.27 Vert(CT). -0.01 2-4 >999 240 BCLL : 0.0 ' . Rep Stress lncr. NO W B 0.00 Horz(CT) . 0.11 7 n/a ri/a BCDL 10.0 Code FBC2020/TP12014 Matrix=P - Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural" wood sheathing directly applied or 2-0-11 oc purlins. BOT CHORD . 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4.SP No.3 REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0, 7=Mechanical. (lb) - Max Horz 2=94(LC 8) Max Uplift All uplift 100 lb or less at joints) except 3=-175(LC 13), 2=-378(LC 8), 4=-208(LC 17) Max Grav All reactions 250 lb or less at joint(s) 3 except 2=641(LC 28), 2=481(LC 1), 4=313(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. NOTES- (12) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf;"BCDL=5.0psf; h=16ft; B=75ft; 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) 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 perANSl/TPI 1. 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 studs spaced at 2-0-0 oc. 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) Refer to girder(s) for truss to truss connections. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 Ito uplift at joint 3, 378 lb uplift at joint 2 and 208 Ito uplift at joint 4. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 217 lb down and 159 lb up at 1-6-1, and 217 lb down and 159 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back, (B). 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard . 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-70, 2-4=-20 Joaquin Velez PE No.68182 Concentrated Loads (lb) MTek USA, Inc. FL Cert 6634 Vert: 8=148(F=74, B=74) 6904 Parke East Blvd. Tampa FL 33610 Date: October. 11,2021 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 preyent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . iv�iTek' is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-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 GHO Homes -Tacoma - Traditional T25608345 2931979-GHO-1007MW . HJ02 Jack -Closed Girder 1 Job Reference (optional) uuuucia ruowuu— lnanr vuy,ref, Hera uuy, rL - 00001, . 2x4 = ST1.5x8 STP = 0.40U 5 FIUg 10 CUC I MI I eK mausine5, Inc. Mon Vci 11 U0:U0:zi zuzi rage 1 I D:OyAj Bm27TROgYM Vte_wlsyzN V H_-LBKyZB I BCS KjtuhxZE9gbo6i XU3 FS FpYFnO unPyUYKu 3-0-0 3-0-0 .2 Scale: 1 "=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC. 0.14 Vert(LL) -0.01 1-3 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC: 0.44. Vert(CT): :-0.02 1-3 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 n/a n/a BCDL -10.0 Code FBC2020fTP12014 Matrix-P 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=80(LC 8) Max Uplift 1=-73(LC 8), 3=-94(LC 8) Max Grav 1=304(LC.1), 3=226(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft;.eave=7ft; Cat. II; Exp C;_ Encl., GCpi=0.18; MW F.RS (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 coves 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) 1, 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289 lb down and 89 lb up at 1-2-5 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). 9) This, manufactured product is designed as an individual building Component. The suitability and use of this component for any particular building is the responsibility of the building designer pei• ANSI TPI 1 as referenced by the building code. . LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform toads (plf) Vert: 1-2=-70, 1-3=-20 Concentrated Loads (lb) Vert: 4=-289(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 © 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, 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 jimckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see_ .. ANSIITP11 Quality Criteria, DSB49 and 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 GHO Homes - Tacoma - Traditional T25608346 2931979-GHO-1007MW HJ03 Jack -Closed Girder 1 Job Reference (optional) ouuuula nmtovulcc tnal a t Ity, rt_I, narlt arty, rt_ - 0000r, 8.4JU s Aug I D eUe I IVII r eK Inuusuies, Inc. Ivlun uci I I umumif I ZUZ I rage i ID:OyAjBm2?TRQgYMVts_wlsyzNVH= LBKyZB18CSKjtuhxZE9gbo8i3U3YSCmYFnOunPyUYKu 3-5-8 6-8.0 3-5.8 3-2-8 2x4 11 Scale = 1:24.8 3 3 2x4 — 6 2x4 11 3x4 = ST1.5x8 STP = 3-5.8 6-8-0 r 3-5.8 3-2-8 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1:25 TC 0.17 Vert(LL) -0.01 - 1-5 >999 360 MT20 244/190 TCDL . 15.0 Lumber DOL 1.25 BC: 0.42 Vert(CT): :-0.03 1-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 33lb 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=179(LC 21) Max Uplift 1=-176(LC 8), 4=-253(LC 8) Max Grav 1=628(LC 1), 4=516(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250'(Ib) or less except when shown. TOP CHORD 1-2=-734/183 BOT CHORD 1-5=-293/611, 4-5=-293/611 WEBS 2-5= 104/437, 2-4=-705/338 NOTES- ' (9) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; B=75ft; 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 100 lb uplift at joint(s) except Qt=lb) 1=176, 4=253. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 67 lb up at 0=10-4, and 192 lbdown and 78 lb up at 2-10-4, and 192 lb down and 101 lb up. at 4-10-4 on bottom chord. The design/selection of such connection devices) 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). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) - Vert: 1-3=-70, 1-4=-20 Concentrated Loads (lb) Vert:6=-201(F) 7=-192(F) 8=-192(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904,Parke East Blvd. Tampa FL 33610 Date., October 11,2021 & 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-69 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 GHO Homes -Tacoma - Traditional T25608347 2931979-GHO-1007MW . HJ3 Diagonal Hip Girder 1 i Job Reference (optional) ouuutas ntatouurue triant t.ny,. rLl, rant ugly, rL - JJ001, tf.4JU s Aug I ZUZI Mi I IRK maUSmeS, Inc. man uci i i Utf:Utl:2b ZUZ1 rage l I D:OyAj Bm2?TROgYMVts_wlsyzNVH_-EyZTPZLeGhr8LW?io4DclelBb5M603o8AOM5wAyUYKq -2-9-15 4 2 15 2-9-15 4-2-15 Scale=1:17.6 1 0.8-0 4-2-15 0.8-0 1 3-6-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate,Grip DOL 1.25 TC 0.97 Vert(LL) -0.11 -'2-4 >415 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC. 0.76 Vert(CT) -0.10 2-4 >446 240 BCLL 0.0 Rep Stress Incr. NO WB .0.00 Horz(CT) : 0.14 7 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix-P Weight: 23lb FT'=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP"CHORD Structural wood sheathing directly appliedor4-2-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 'Except 6-7: 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 2=0-8-0, 7=Mechanical. (lb) - Max Horz 2=136(LC 8) Max Uplift. All uplift 100 lb or less at joint(s) 3, 4 except 2=-400(LC 8) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=706(LC 28), 2=384(LC 1) FORCES. (lb) -Max.. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf;,h=16ft; 9=75ft; L=60ft; eave=7ff; 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 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) Refer to girder(s) for truss to truss connections. . 7) .Provide mechanical connection (by others) of truss to bearing "plate capable of withstanding 100 lb uplift at joint(s) 3; 4 except (jt=lb) 2=400. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 212 lb down and 169 lb up at 1-6-12, and 212 lb down and 169 lb up at 1-6-12 on bottom chord. The design/selection of such connection devices) is the . responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 8=166(F=83, B=83) Joaquin Veld PE No.66162 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1.1,2021 ® 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, a6d'is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the 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 Qty' Ply GHO Homes - Tacoma - Traditional T25608348 2931979-GHO-1007MW 1­1J5 . Diagonal Hip Girder 1 1 Jab Reference (optional) uwwcia 11--u- Inaul guy, rLI, nGi ll uny, r-L - JJOor, 8.4JU 5 MUg It) ZUZ I Wit I eK InOU5Ine5, Inc. Mon um i i Umumzi euzI rage i ID:OyAjBm27TRQgYMVts_wlsyzNVH_-ALhDgFMvol5sbp95vV F4g3OX6u2Esx_Qdi r0?3yUYKo i-2.9.15 3.8-4 6-11-6 2.9-15 I .. 3.8.4 3.3.2 0 0.8-0 3-8.4 - 6-11-6 -- 0--80-8.0 3-0-4 3-3-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.97 Vert(LL) -0.06 2-7 >999 360 MT20 244/190 . TCDL 15.0 Lumber DOL 1:25 BC 0.65 Vert(CT) -0.06 2-7 >999 240 BCLL 0.6 ' . Rep Stress Ind NO WB :0.15 Horz(CT) : 0.12 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 38 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. 'All bearings Mechanical except Qt=length) 2=0-8-0, 2=0-8-0, 10=Mechanical. (lb) - Max Horz 2=188(LC 8) Max Uplift All uplift 100 lb or less at joints) 4, 6 except 2=-439(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 6 except 2=849(LC 28), 2=441(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb). or Jess except when Shown.' TOP CHORD 2-3=-629/113 BOT CHORD 2-7 192/536, 6-7=-192/536 WEBS 3-7=-128/255, 3-6=-584i209 NOTES- (10) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=1.24mph; TCDL=5.Opsf;:BCDL=5.Opsf; h=16ft; B=75ftj L=60ftj eave=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 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) Refer to girder(s) for truss to truss. connections. 7) Provide mechanical connection (by others).of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6 except Qt=lb) 2=439. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 144 lb down and 55 Ib'up at 4-4-0, and 144 lb down and 55 lb up at 4-4-0 on top chord, and 212 lb down and 169 lb up at 1-6-1, 212 lb down and 169 lb up at 1-6-1, and 12 lb down at 4-4-0, and 12 lb down at 4-4-0 on bottom chord. The design/selection of suchconnection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ... 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Continued on page 2 Joaquin Velez PE N6.66162 MTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 MITprK• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TPI1 Quality Criteria, DSB789 and BCSI Building Component .. 6904 Parke East Blvd: Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .36610 Job Truss Truss Type 'Qty Ply GHO Homes - Tacoma - Traditional T25608348 2931976-GHO-1007MW HJ5 . Diagonal Hip Girder 1 1 . Job Reference o tional Duuuers rtrsi0ource triani Ully,rL), r Tani uily, rL - 40bbf, 1s.48U S Aug 1 b 2U21 MI I eK maustnes, Inc. Man Uct 11 UB:U8:2/ 2U21 rage 2 ID:OyAj Bm2?TRQgYMVts_wlsyzNVH_-ALhDgFMvol5sbp95vVF4g3OX6u2Esx_QdiiC?3yUYKo LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=166(F=83, B=83) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy.the applicability of design parameters and 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 BCSI Building Component .. 6904 Parke East Blvd. Safety Information available from Truss, Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 ... Tampa, FL 36610 Jab Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608349 2931979-GHO-1007MW . HJSA Roof Special Girder 1 1 Job Reference (optional) ouuuers rubtauurce trimn Ugly, rt-I, Went ully, rL - d0001, CA3U 5 Aug 10 ZUZI Ivu I eK moUSIDes, Inc. Mon uci I I UB:UD:zu ZUZI rage i ID:OyAj Bm2?TRQgYMVts_wlsyzNVH_-6jp_FwO9KvLag7JTOwlYwUTwLij UKs3j5OKJ3xyUYKm •2.9.15 3.11-1 .7-0-10 7 5 0 • - 2.9-15 - - - 3.11-1-4- Scale: 1/2"=1' 2x4 II . . 3x4 = .. 7-5-0 . i 0-e-0 3-11-1 7.0-10 7-4-1Q 3-3-1 3-1-9 0-0-6 Plate Offsets (X,Y)-- [2:0-3-1,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) . -0.21 2-6 >391 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.23 2-6 >348 240 BCLL 0.0 ' Rep Stress Incr NO WB . 0.11 Horz(CT) -0.15 9 n/a n/a BCDL 10.0 Cade FBC2020/TPI2014 Matrix-SH Weight: 41 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0. oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 5=Mechanical, 9=Mechanical. (lb) - Max Horz 2=197(LC 8) Max Uplift All uplift 100 lb or less at joints) except 5=-248(LC 17), 2= 433(LC 8), 6=-337(LC 8) Max Grav All reactions 250 lb or less at joint(s) 5 except 2=849(LC 28), 2=438(LC 1), 6=650(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces, 250 (lb) or less except when shown. . TOP CHORD 2-3=-468/107 BOT CHORD 2-6=-192/404 WEBS 4-6=-441/279, 3-6=-.436/207 NOTES- (12) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. ll; Exp. C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSVTPI 1. 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 studs spaced at 2-0-0 oc. 5) This.truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248 Ib uplift at joint 5, 433 lb uplift at joint 2 and 337 lb uplift at joint 6. . 10) Hanger(s) or other connection device(s). shall be provided sufficient to.support concentrated load(s) 144 lb down and 55 lb up at 4-4-0, and 144 lb down and 55 lb up at 4-4-0, and 151 lb down and 115 lb up at 7-0-1 on top chord, and 212 lb down and 169 lb up at 1-6-1, 212 lb.down and 169 lb up at 1-6-1, and 12 lb down at 4-4-0, and 12 Ib down.at 4-4-0 on bottom chord. The „ design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any Joaquin Velez PE No.68182 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. MiTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: October 11,2021 Continued on page 2 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 foren 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 Ouality 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 GHO Homes -Tacoma -Traditional T25608349 2931979-GHO-1007MW HJ5A Roof Special Girder 1 1 Job Reference (optional) tSUllaers mrstbource (giant Laty, t-L), mant laty, t-L - p9b67, C.43U s Aug 1 b 2UZ1 MI I eK mauStrleS, Inc. Man VCt 11 Utl:ub:zbP zuzl rage x ID:OyAjBm27TRQgYMVts_wlsyzNVH= 6jp_FwO9KvLag7JTOwIYwUTwUjUKs3j5OKJ3xyUYKm LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf): Vert: 1-5=-70, 2-6=-20 Concentrated Loads (lb) Vert: 4=-54(B) 11=166(F=83, 13=83) 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 , 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 Qty Ply GHO Homes - Tacoma - Traditional T25608350 2931979-GHO-1007MW HJ6 Diagonal Hip Girder 2 1 Job Reference (optional) I �/, m u vny, o.wou snug to zuz i iva i eK muuscnes, inc. man uci II umumou zuzi rage 1 I D:OyAjBm27TRQgYMVts_wlsyzNVH_-awMMSG Pn5DTRSHtfadpnSi72L62X3EdtJg4scOyUYKI i-2-9.15 4-9-5 .9-1-9 . 2-9-15 t 4.9-5 44-3 4 Scale=1:25.6 to .1 4x4 = 0-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.11 2-7 >9.11 360 TCDL 15.0. Lumber DOL 1:25 BC. 0.81 Vert(CT). -0.10 2-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB :0.41 Horz(CT) -0.14 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix=SH PLATES GRIP MT20 . 244/190 Weight: 47 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2. TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings Mechanical except at=length) 2=0-8-0, 2=0-8-0, 10=Mechanical. (lb) - Max Horz 2=230(LC 8) Max Uplift All uplift 100 lb or less at joints) 4, 6 except 2= 461(LC 8) Max Grav All reactions 250 lb or less at joints) 4 except 2=1026(LC 28), 2=594(LC 1), 6=433(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250'(Ib) 1 or less except when shown. TOP CHORD 2-3=-1055/143 " BOT CHORD . 2-7=-P57/907, 6-7=-257/907 WEBS: 3-7=-10/340,3-6=-981/277 NOTES- (10) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; B=75ft; 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) Refer to"girder(s) for truss to truss connections. 7) Provide mechanical connection (by others).of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6 except (jt=1b) 2=461. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 144 lb down and 55 lb up at 4-4-0, 144 lb down and 55 lb up at 4-4-0, and 140 lb down and 89 lb up at 5-8-2, and 175 lb down and 124 lb up. at 7-1-15 on top chord, and 212 lb down and 169 lb up at 1-6-1, 212 lb down and 169 Ib up at 1-6-1, 12 lb down at 4-4-0, 12 lb down at 4-470, and 179 lb down at .5-8-2, and 35 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10). This manufactured product is:designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1;as referenced by the building Code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber,lncrease=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-70, 2-5=-20 . Continued on page 2 Joaquin Velei PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date. October 11,2021 ® WARNING - Verity 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 vedfy,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 membars 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/?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 City Ply GHO Homes -'Tacoma - Traditional T25608350 2931976-GHO-1007MW HJ6 . Diagonal Hip Girder 2 Job Reference (optional) ono ��owvuwo trial a vny,. r�/, mm. L ­Ly, Fr_ - aaoor, tl.43u s Hug 1 b zuzi Ivii I eK mousines, Inc. Mon uci i i ub:ut5:Uu 2u21 rage 2 I D:OyAj Bm2?TRQgYMVts_wlsyzNVH_-awMMSGPn5DTRSHtfadpnSi?2L62X3EdtJg4scOyUYKI LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-16(B) 14=166(F=83, B=83) 16- 179(F) 17=-17(B) & WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only, with 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?PI1 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 GHO Homes - Tacoma - Traditional T25608351 2931979-GHO-1007MW HJ6A Diagonal Hip Girder 1 1 Job Reference (optional) ­ Y' 1 11, 11 ­Y' I - ��-+ , o.You b nug 10 LVL 1 Ivu 1 UK Inuubuleti, I11u. mutt uut r r uo:Vo:J 1 4v41 rage t ID:OyAj Bm2?TRQgYMVts_wlsyzNVF _-26wkfcP PrXbf3RSs8LKO?vYD4W OmoiNOYKpOBgyUYKk 1-2.9.15 4-11-8 . 9.5.2 ' 2-9-15 - ' 4-11-8 4-5-10' Scale=1:26.1 4x4 _ . 0-8-0 . " 4118 '. 952 - 0-9-8 4-3-8 - - 4-5-10 .. .. 0_8-0 .. - .. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.13 .'2-7 • >855 360 MT20, 244/190 . TCDL 15.0 Lumber DOL 125 BC 0.81 Vert(CT) -0.11 24 >938 240 BCLL 0.0 Rep Stress [nor. NO WB .0.38 Horz(CT) -0.15 10 n/a n/a BCDL: 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 48lb: 'FT 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc puffins. . BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS . 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 2=0-8-0, 10=Mechanical. (lb) - Max Horz 2=236(LC 24) Max Uplift All uplift 100 lb or less at joint(s) except 4=-106(LC 8), 2=-477(LC 8), 6=-100(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=992(LC 28), 2=546(LC 1), 6=375(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-934/196 BOT CHORD 2-7=-3111796, 6-7=-311/796 WEBS 3-7=-24/254,3-6=-860/336 NOTES- (10) 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=1;24mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eaye=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (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 fora 10.0 psf bottom chord live load noncohcurrent 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) Refer to girder(s) for truss to truss, connections. 7) Provide mechanical connection (by others):of truss to bearing plate capable of withstanding 106 lb uplift at joint 4, 477 lb uplift at joint 2 and 100 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 144 lb down and 55 lb up at 4-4-12, 144 lb down and 55 lb up at 4-4-12, and 175 lb down and 124 lb up at 7-2711, and 175 lb down and 124;lb, up at 7-2-11 on top chord, and 212 lb down and 169 lb up at 176-12,-212 lb down and 169 lb up at 1-6-12, 12 lb down at 4-4-12; 12 lb down at 4-4-12, and 35 Ib down at 7-2-11; and 35lb down at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. .9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is.designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Joaquin Velez PE N6.68182 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MTek USA, Inc. FL Cart 6634 Uniform Loads (plo 6904 Parke East Blvd. Tampa FL 33610 Vert: 1-4=-70, 2-5=-20 Date: October 11,2021 Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vedfy.the applicability of designparameters and properlyIncorporatethis design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing _ MITek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component :. 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 ... Tampa, FL 36610 Job Truss . - Truss Type Qty. Ply GHO Homes - Tacoma - Traditional T25608351 2931979-GHO-1007MW . HJ6A Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City; FL); Plant City, FL = 33567, 8.430's'Aug 16 2021 MiTek Industries,Inc.' Mon Oct 11 08:08:32 2021 Page 2 I D:OyAj Bm2?TREQgYMVts_wlsyzNVH_-W I U6tyQicgj9hb12i2rFX75Ogvj?X9dAn_ZzgGyLIYKj LOAD.CASE(S) Standard Concentrated Loads (lb) Vert: 12=-33(F=-16, B=-16) 13=166(F=83, B=83) 15=-35(F=-17, B=-17) . 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 loran 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 ANSI?P11 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, FIL 36610 Job Truss Truss Type Oty Ply GH0 Homes -Tacoma -Traditional T25608352 2931979-GHO-1007MW HJ7 Diagonal Hip Girder 1 1 Job Reference (optional) Dlalae15 r1r51000foe triani Uny, rL), riani lrrly, rL - A3D0/, UAJU s Aug I b ZUZI m1 I eK Inausines, Inc. mon uci i I Utf:Ut1:;JZ zuzi rage I 3 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-W IU6ty01 cgj9hbl2i2rFX750gvjkX8cAn_ZzgGyUYKj i-2-9-15 5.2.5 - 9-10-13 525 48-7 - Scale=1:26.8 Io i 44. oe0 5-2-5 9-10-13 0- 8 - .. 4-6-5 . 4-8.7 . .. 0-8-0 - . .. m C6 LOADING (pso SPACING- 2=0-0 CSI. DEFL. in . (loc) ' _Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.14 - 2-7 >811 360 MT20. 244/190 TCDL 15.0 . Lumber DOL 1:25 BC 0.83 Vert(CT) -0.13 2-7 >882 240 BCLL :0.0 ' Rep Stress Incr NO WB :0.44 HOiz(CT) -0.16 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 50 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly.applied or 9-10-12 oc bracing. WEBS 2x4-SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings Mechanical except at=length) 2=0-8-0, 2=0-8-0, 10=Mechanical. (lb). - Max Horz 2=245(LC 8) Max Uplift All uplift 100 lb or less at joints) except 4=-107(LC 8), 2=-484(LC 8), 6=-108(LC 8) Max Grav All reactions 250 lb or less at joints) 4 except 2=1019(LC 28), 2=566(LC 1), 6=393(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250'(lb) or less except when shown. TOP CHORD 2-3=-986/210 BOT CHORD 2-7=-331/845, 6-7=-331/845 WEBS 3-7= 10/256, 3-6=-9121859 NOTES- (10) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; e.ave=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 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others):of truss to bearing plate capable of withstanding 107 lb uplift at joint 4, 484 lb uplift at joint 2 and 108 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be'provided sufficient to support concentrated load(s) 144 lb down and 55 lb up at 4-4-12, 144 lb down and 55 lb up at 4-4-12, and 175 lb down and 124 lb up at 7-2-11, and"175 lb down and 124 lb up at '7-2-11 on top chord, and 212 lb down and 169 lb up at 1-6-12,-212 lb down and 169 lb up at 1-6-12, 12 lb down at 4-4-12; 12 lb down at 4-4-12, and 35 lb down at 7-2-11; and 35 lb down at 7-2-11 on bottom chord. The design/selection of. such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is:designed as an individual building component. The suitability and use of this component for any particular building.is the responsibility of the building designer per ANSI TPI 1 -as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber.lncrease=1.25, Plate Increase=1:25 Uniform Loads (pit) Vert: 1-4=-70, 2-5=-20 Continued on page 2 Joaquin Velei,PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904.Parke East Blvd. Tampa FL 33610 Date: October 11,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based. only upon parameters shown, and is 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 , . : ANSYTPII Quality Criteria, DSB-89 and SCSI Building Component a 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 GHO Homes - Tacoma - Traditional T25608352 2931979-GHO-1007MW . HJ7 . Diagonal Hip Girder 1 1 Job Reference (optional) muuuers rnswuurue tnaur Ully, rL/, nam i.ny, rL - 06701, 0.43U s Hug It) ZUZI MI I eK mausmes, Inc. man vci 11 Utj:Ut1::1:1 ZUZI t-age Z . ID:OyAj Bm2?TRQgYMVts_wlsyzNVH_-?V2V4l RfNBrOJkcEFmMU4KdZaJ3zGbsJ?elWDiyUYKi LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12= 33(F=-l6, B=-16) 13=166(F=83, B=83) 15=-35(F— 17, B=-17) . ® 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 componerit, not a truss system. Before use, the building designer must verifythe applicability of design parameters and property incorporate this design,into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only; Additional temporary and permanent bracing MiTek' Is 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 Duality 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 City Ply GHO Homes -'Tacoma - Traditional T25608353 2931979-GHO-1007MW HJ8 Diagonal Hip Girder 1 1 Job Reference (optional) ouuuais ruatouwue inapt t.Uy, rL/, want airy, rL - 3300f, . t7.43U-S AUg I ZUZI mi I eK InUUstries, inc. Mon uct 11 uB:Uu:33 zuzi ge 1 ID:OyAj Bm2?TRQgYMVts_wlsyzNVH_-?V2V41 RfNbrOJkcEFmMU4KdZbJ3AGb?J?et aI W DiyUYKi i 2-9.15 i 5-1-9 9.10-1 . - 2-9-15 5-1-9 4 8-7 Scale = 1:26.9 4x4 = 5-1-9 9-10-1 .. 1-9 4-5-9 4-8-7 LOADING (psf) SPACING- 2=0-0 - CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.13 . -2-7 >852 360 MT20. 244/190 TCDL 15.0 Lumber DOL 1.25 BC. 0.81 Vert(CT) -0.12 - 2-7 >928 240 BCLL (Y.0 Rep Stress Incr. NO W B 0.49 HOrz(CT) .-0.15 10 n/a n/a BCDL: 10.0 Code FBC2020/TP12014 Matrix=SH Weight: 50lb 'FT =20% LUMBER- BRACING - TOO CHORD 2x4 SP'No.2 TOP CHORD StructureI wood sheathing directly applied or 4-11-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly.applied or 10-0-0 oc bracing. WEBS 2x4-SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings Mechanical except at=length) 2=0-8-0, 2=0-8-0, 10=Mechanical. (lb) - Max Horz 2=244(LC 24) Max Uplift All uplift 100 lb or less at joint(s) except 4=-107(LC 8), 2=-484(LC 8), 6=-106(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 4 except 2=1018(LC 28), 2=563(LC 1), 6=387(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces250 (lb) or less except when shown. TOP CHORD 2-3=-972/202 BOT CHORD .2-7==324/829, 6-7=-324/829 WEBS 34=-8/251, 3-6=-895/350 NOTES- (10) 1) Wind: ASCE 7-16; Vult=i60mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; B=7511L:=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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use.of 1his:truss component. . 3) This truss has been designed for a 10.0 psf bottom chord live load nonconourrent with any other live loads. 4) *This truss has been: designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom Chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 4, 484 lb uplift at joint 2 and 106 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 144 lb down and 55 lb up at 4=4-0, 144 lb down and 55 lb up at 4-4-0, and 175 lb down and 124 lb up at 7-1-15, and 175 lb down and 124 lb up at 7-1-15 on top chord, and 212 lb down and 1691b up at 1-6-1, 212 lb down and 169 lb up at 1=6-11 12 lb down at 4-4-0, 12 lb down at 4-4-0, and 35 ib down at 7-1-15, and 35 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. .9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building. designer per ANSI TPI las referenced by the building code. LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 " Uniform Loads (plo. Vert: 1-4=-70, 2-5=-20 Continued on page.2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904:Parke East Blvd. Tampa FL 33610 Date. October 11,2021 A WARNING - Verity 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 propery Incorporate this design into the overall: building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only: Additional temporary and permanent bracing 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/rPlt 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 GHO Homes -Tacoma - Traditional T25608353 2931979-GHQ-1007MW HJ8 Diagonal Hip Girder 1 1 Job Reference (optional) ounuvi:s rubiouurue trlarlt ully, rL), riani uny, rL - JJ001, .. UAM S Aug 10 ZUZI mi I eK Inciuslnes, Inc. Mon uc1 l l U0:Ut1::14 ZUZI rage z ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-ThctleSIBSztxuBRpTtjcYAkLj PP?2FSE12419yUYKh LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12= 33(F= 16, B=-16) 13=166(F=83, B=83) 15=-35(F=-17, B=-17) 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 for an individual building component, not ��� - a truss system. Before use, the building designer must verifythe applicability of design parameters and property incorporate this design Into the overalls 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-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 .a6610 Job Truss Truss Type Qty Ply GHO Homes -Tacoma - Traditional T2560B354 2931979-GHO-1007MW . HJ24 Diagonal Hip Girder 1 1 Jab Reference (optional)" ouuuers nrstouurcn trrnnt uuy, rLl, runt ugly, rL- JJDDr, -2-9-15 2-9-15 OAJU s Hug ID eUZ t IVII t eK mausmes, Inc. Man uci t t umume4 zuz t rage i ID:OyAjBm2?TRQgYMVts_wlsyzNVH=1m?5BDKOVNjHkMQWENiNDRmOsh2afcY *cYOkyUYKr 3-2-14 3-2-14 Scale: 3/4°=V I0 T 0-8-0 01-0 3-2-14. 2-6-14 ' :LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in' floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.97 Vert(LL) -0.05 2-4 >665 360 MT20, 244/190 TCDL 15.0 Lumber DOL 1.25 BC. 0.59 Vert(CT). -0.05 2-4 >730 240 BCLL 0.0 '. Rep Stress Incr NO WB .0.00 Holrz(CT) 0.13 7 n/a n/a . BCDL 10.0 Code FBC2020fTP12014 Matrix-P Weight: 20 )b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings Mechanical except at=length) 2=0-8-0, 2=0-8-0, 7=Mechanical. (lb) - Max Horz 2=117(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3 except 2=-390(LC 8), 4=-110(LC 17) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=671(LC 28), 2=388(LC 1) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. NOTES- (12) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=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 : 2) 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 perANSI/TPI 1. 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 studs spaced at 2-0-0 oc. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0:wide - will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. . 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb)' 2=390, 4=110. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 212 lb down and 169 lb up at 1-6-1, and 212 lb down and 169 lb up at 1-6-1 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the'face of the truss are noted as front (F) or back (B). 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASES) Standard; 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-70, 2-4=-20 Joaquin Velez PE N6.68182 Concentrated Loads (lb) MiTek USA, Inc. FL Ceit 6634 Vert: 8=166(17=83,-B=83) 6904 Parke East Blvd. Tampa FL 33610 " Date: October 1.1,2021 . 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 comporierif, not a truss system. Before use, the building designer must verilythe 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. Forgeneral 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 GHO Homes - Tacoma - Traditional T25608355 2931979-GHO-1007MW HJ31 Diagonal Hip Girder 1 i - Job Reference (optional) ouuuers rirsiouurce trtam uliy, t-L), riani Lily, rL - Odbbf, 8.43U S'Aug 16 2U21 MI I eK Industnes, Inca Mon Uct 11 U8:08:26 2021 Nage 1 . ID:OyAjBm2?TROgYMVts_wlsyzNVH_-i87rcvMG1_z?zgauLokrlsrMJVo37W2HO25f rcyUYKp -2-9-15 3-7-12 4-2.3 2-9.15 3-7712 0.6-7 0 3-7-12 0- -8 3-7-12 Plate Offsets (X,Y)-- [3:0-9-7,0-3-2) LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in . (loc)" I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1:25 TC 0.97 Vert(LL) . -0.11 6 >412 360 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC: :0.27 Vert(CT). -0.10 6 >436 240 BCLL '0.0 Rep Stress Incr NO 'WB0.00 HOrz(CT)-. -0:18 9 n/a . n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: _28lb 'FT =20% LUMBER- BRACING- . TOP CHORD 2x4.SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puriihs. BOT CHORD 2x4.SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-6.2x6 SP No 2 3-6.2x4 SP No 3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical, 9=Mechanical Max Horz 2=135(LC 8) Max Uplift 4=-73(LC 8), 2=-402(LC 8) Max Grav 4=184(LC 22), 2=713(LC 28), 5=28(LC 3) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-16; Vult=160mph (37second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ff; Cat. 11; Ezp 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 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)-Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=402. 8) Hanger(s) or other connection device(s) shall be provided'sufficient to support concentrated load(s) 212 lb down and 169 lb up at 1-6-1; and 212 lb down and 169 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, -loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. .LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.2.5, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4= 70, 2-6=-20, 3-5=-20 Concentrated Loads (lb) Joaquin Velei PE No.68182 Vert: 10=166(F=83, B=83) MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October. 11,2021 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 verity: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 andpermanentbracing AiTek� M 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 : , ANSIOTPII 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 GHO Homes.- Tacoma- Traditional , T25608356 2931979-GHQ-1007MW HJ52 Diagonal Hip Girder 1 1 Job Reference (optional) CUllaers rIrsmource Imam Lony,: t-L), mant l:ny, t-L - 98bti1, t1.43us Aug 1 ti ZUY1 Mi I eK Inaustnes, Inc. Mon Vct 11 Uts:Uts:Zti xuvi rage 1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_ eXFclbNXZcDjCzkHTDnJNHwImINDbPbasMalXVyUYKn -2-9-15 3-8-9 7-0-0 2-9-15 3-8-9 3-3-7 Scale = 1:22.2 : 4 v 0 4.24 12 2x4 3 . 10 o v [V N O .2x4 11 2 3x4 6 n S G n Q 6 12 6 1 x4 II 58STP= 11 ST1.5x8 STP = .5. .3x4 = 3x6 so ... 7-0-0 0-8-0 6-4.0 q. Plate Offsets (X Y)-- [2:0-3-1 0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in .(loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.78 ' Vert(LL) -0.19 2-6 >405 .360 MT20 244/190 TCDL 15.0, Lumber DOL: 1.25 BC 0.73 : Vert (CT) : -0.22 2-6 >365 -240 6. BCLL 0.0 - Rep Stress Incr. NO WB 0:13 Hori(CT) .-0.14 9 n/a ri/a BCDL 10.0 Code FBC20201TP12014 Matrix-SH Weight: 37 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0, oc pudins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing: WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 `Except 8-9: 2x4 SP No.3 REACTIONS. All bearings Mechanical except Gt=length) 2=0-8-0, 2=0-8-0, 9=Mechanical. (Ib) - Max Horz 2=189(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 4, 6 except 2=-440(LC 8) . . Max Grav 'All reactions 250 Ib or less at-joint(s).4, 6 except 2=852(LC 28), 2=443(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250:(Ib).or less except when shown. _ TOP CHORD 2-3=-497/138 BOT CHORD 2-6=-216/430 WEBS 3-6=-460/230 NOTES- (11) 1) Wind: ASIDE .7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=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 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) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 5) ' 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. 6) Refer to girder(s) for truss to truss connections: 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 Ib uplift at joint(s) 4, 6 except at=lb) 2=440. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) '144 lb down and 55 Ib up at 4-3-14, and 144 Ib down and 55 Ib up at 4-4-0 on top chord, and 212 Ib down and 169 Ib up at 1-5-15, 212 Ib down and 169 Ib up at 1-6-1, and 12 Ib down at 4-3-14, and 12 Ib down at 4-4-0 on bottom chord. The design/selection of such connection devices) 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). 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard Continued on page 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October .11,2021 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 MiTele 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. - Safety Information available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL '36610 Job Truss Truss Type Qty Ply GHO Homes -Tacoma - Traditional . T25608356 2931979-GHO-1007MW HJ52 Diagonal.Hip Girder 1 1 Job Reference (optional) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTeMli) connectors. This design is based only upon parameters shown, and is for an individual building component, not Mt 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 ivaiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing, of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL'36610 Job Truss Truss Type Qty Ply GHO Homes,- Tacoma - Traditional T25608357 2931979-GHO-1007MW .11 Monopitch 5 1 Job Reference o tional ou11uc10 nrswVuwe tnanr. Ulty, rL/, rraru ugly, rL - 00001, 2-0-0 2x4 11 0.11 t5.4ou.s Aug 1 u zuzl mi I eK Incusmes, Inc. Mon uci l l ut%:ut1:J4 zuzl rage is ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-ThctleS18SztxuBRpTtjcYAm3jV4?81 SE12419yUYKh 6-0.0 6-0-0 Scale: 1/2"=l' 2x4 11 3 Plate Offsets (X,Y)-- [2:0-2-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. - --DEFL. in (loc) Vdefl _.Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.06 24 >999 360 MT20 . 244/190 TCDL 15.0. Lumber-DOL. 1.25 BC • 0.39 Vert(CT) -0A1 2-4 >595 240 BCLL 0.0 ' Rep Stress Incr YES WB 0:00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:31 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 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) 4=0-8-0, 2=0-8-0 Max Horz 2=246(LC 12) Max Uplift 4=-90(LC 12), 2=-279(LC 12) Max Grav 4=247(LC 17), 2=471(LC 17) FORCES. (lb) -Max.. Comp./Max: Ten.-- All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-265/356 NOTES- . (6) 1) Wind`. ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft, B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 5-10-4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members.:: 5) .Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 4 and 279 Ib uplift at joint.2. .. . 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October .11,2021 ® 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 designis based only upon parameters shown, and is for an Individual building component, not ' a truss system. Before use, ,the building designer must verify the applicability of design parameters and 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?pll Quality Criteria, DSB-89 and BCSI Building Component 6404 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 GHO Homes -Tacoma - Traditional T25608358 2931979-GHO.1007MW K Roof Special 1 1 Job Reference (optional) t5unaers rirsi5ource (riani Gny, r-L), rlani Gliy, t-L- JJbb 1, t1.4JD S Aug 16 2ULl mi I eK mausines, mc. mon vci i i Ut1:Uts:Jb zuzi rage i I D:OyAjBm2?TRQgYMVts_wlsyzNVH_-xtAFV_Twvl5jY2mdNBPy9ljzh7nXkQucTyndHbyUYKg 5-2-8 9-2-8 13-91 18.4-0 5.2.8 4-0-0 4-6-12 4.6-12 3x4 — 4x6 6.00 12 .— . Scale=1:42.4 - - , .1 10 2 3x6 ll ST.1.5x8 STP= 5-2-8 6-2-B 3x8 = 5.8 = 9-2-B 4-0-0 18.4-0. n-1-a I I STt.5x8 STP = 6x8 = rn 6 m co 0 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 0.73 Vert(LL) -0.18 6-7 >999 360 MT20 .244/190 TCDL . 15.0. Lumber-DOL 1.25 BC' 0.69 Vert(CT) -6.36 6-7 >599 :240 BCLL 0.0 ' Rep Stress Indr YES WB 0:67 Horz(CT) . 0.01 6 n/a n/a' BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight 126 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-O.oc puffins, BOT CHORD, 2x4 SP NQ.2 except end verticals. . WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-1-10 oc bracing. REACTIONS. (size) 9=0-8-0, 6=0-8-0 Max Horz 9=-109(LC 12) Max Uplift 9=-344(LC 12), 6=-276(LC 12) Max Grav 9=812(LC 1), 6=812(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.. TOP CHORD - 1-9==761/604,:1-2=-451/319, 2-3= 565/286, 3-4=-828/397 BOT CHORD 7-8=401/830, 6=7=-365/595 WEBS 1-8=-524/738, 3-8=-563/334, 4-1=-63/364, 4-6— 833/527 NOTES. (7) 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf;.BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 9-2-8, Interior(1) 9-2-8 to 18-2-4 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 rein 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 will fit between the bottom chord and any other members. 6) Provide mechanical connection (by.others) of truss to bearing plate capable of withstanding 344 lb uplift at joint 9 and 276 lb uplift at joint 6. 7) This manufactured pmduct.is designed as an individual building component. The suitability and use of this component for any " particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.'. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610 . .. Date: October .11,2021 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, 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. oftrusses and truss systems, see ANSI?P11 Quality Criteria, DSO-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 Qty Ply- GHO Homes - Tacoma - Traditional T25608359 2931979-GHO-1007MW K1G Roof Special Girder 1 1 ' ' Job Reference (optional) tlUllOers 1"lr5100111'ce trlam.Glty,rL.), rlam uny, rL - JJbb/, - tl.43u.s Aug lb xuz1 mi I eK Inauslnes, Inc. mon Vct 1l Ud:Utl:Jb zUz1 rage i ID:OyAjBm2?TRQgYMVts_wlsyzNVH= P3kdjKTYg3DaACLpxuwBizFCBXCpTg4licXBolyUYKf 3=1-0 6.0-0 10-0.0 18-4-0 3-t-0 2-11-0 14-2-0 4-2-0 4-2-0 3x4 11 5xB — Scale=1:41.3 : 6.00112 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in :(loc) I/defl Ud PLATES GRIP TCLL - 20.0 Plate Grip DOL 1.25 • TC 0.49 Vert(LL) 0.11 8 >999 .360 MT20 : 244/190 TCDL . 15.0 . Lumber DOL 1.25 BC' 0.37 Vert(CT) -0.16 8 >999 240 - BCLL 0.0 '. Rep Stress Incr NO WB 0.'86 Horz(CT) 0.04 6 n/a n/.a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 145lb FT=20% .LUMBER-. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD wood sheathing directly applied or 3-7--6:oc pudins, BOT CHORD 2x6 SP M 26 -Structural except end verticals: WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. 1-10: 2x6 SP No.2, 2-9: 2x4 SP No.2 WEBS 1 Row at midpt 3-9, 4-6 2 Rows at 1/3 pts 2-10 REACTIONS. (size) 10=0-8-0, 6=0-8-0 Max Horz 10=-109(LC 8) Max Uplift 10=-1418(LC 8), 6=-1261(LC 8) Max Grav 10=2876(LC 26), 6=2753(LC 1) FORCES. (lb) -Max.: Comp./Max. Ten. -All forces 250;(Ib) or less except when shown. TOP CHORD 2-3=-2281/1052, 3-4=-237"0/1080 BOT CHORD 9-10=-914/2057, 8-9=-1474/3261, 7-8=-1487/3294, 6-7=-1080/2370 WEBS . 2-10=-2953/1446, 2-9=-,1296/2803, 3-9=-1792/834, 3-8=-362/934, 3-7=-1301/573, 4-7= 897/2094, 4-6=-3367/1533 NOTES- (9) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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 liveloadshown 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 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. 6) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 1418 lb uplift at joint 10 and 1261 lb uplift at joint 6. 7) Hanger(s) or other connection device(s).shall be provided 'sufficient to support concentrated load(s) 532 lb down and 288 lb up at 1-11-4, 532 lb down and 288 lb up at 3-11-4, 532 lb down and 288 lb up at 5-11-4, 496 lb down and 264 lb up at 7-11-4, 496 lb down and.242 Ib.up at 9-11-4, 496 lb down -and 241 lb up at 11-11-4, and 496 lb down and 241 lb up at. 13-11-4, and 543 lb down and 292 lb up at 15-11-4 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). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S). Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-5=-70, 6-10=-20 Continued on_page 2 Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cett 6634 6904 Parke East Blvd. Tampa FL 33610 Date: -October 11,2021 Q WARNING - Verify designparameters 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 MITeiC° 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?PIl Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job a Truss Truss Type Qty. _ Ply GHO Homes - Tacoma - Traditional T25608359 2931979-GHp-1007MW KIG Roof Special Girder 1 1 Job Reference (optional) Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with 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 , ANSYTPH 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 City Ply GHO Homes -Tacoma -Traditional , . T25606360 2931979-GHO-1007MW M1 Monopitch 4 1. Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -2-0-0 2-0,0 C0 0 2x 1 6.43U 9 Aug 16 2U21 MI I ek maustnes, Inc. Mon Uct 11 08:08:37 2U21 rage 1' ID:OyAjBm2?TRQgYMVts_wlsyzNVH= tGH?wgUARNLRoMwOUbRQEAoHAwZECUmvwGGkMUyUYKe 540' 5-4.0 Scale = 1:22.0 2x4 11 3 5-4-0 5-4-0 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) SPACING- 2-OrO. CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL .20.0 Plate Grip DOL 1.25 TC 0.80 -Vert(LL) -0.03 2-4 >999 .360 MT20 244/1.90 TCDL 15.0 Lumber DOL - 1.25 BC: : 0.29 Vert(CT) -0.07 2-4 >875. 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a We BCDL 10.0 Code FBC2020/rP12014 _ _ _ Matrix-P Weight:.28 lb FT'-- 20 % .LUMBER- BRACING - TOP CHORD 2x4.SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc pudins, BOT CHORD. 2x4 SP No.2 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) 4=0-8-0, 2=0-8-0 Max Horz 2=228(LC 12) Max Uplift 4=-68(LC 12), 2=-279(LC 12) Max Grav 4=207(LC 17), 2=445(LC 17). FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250•(lb) or'less except when shown. TOP CHORD 3-4=-240/305 NOTES- (6) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OPsf; BCDL=5.0psf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11' Exp C; Encl., GCpi=0.18; MWFRS (directional).and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 5 2-4 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) BuildingDesigner / 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 20.00sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 4 and 279 lb uplift at joint 2. . 6) This, manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904.Parke East Blvd. Tampa FL 336.10 Date: October 11,2021 . A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into. the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANS11TP11 Ouality Criteria,. DSB-89 and SCSI 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 GHO Homes - Tacoma - Traditional T25608361 2931979-GHO-1007MW N1G . Half Hip. Girder' 1 1 Jab Reference (optional). ouuuer5 nrtsiouuice trram.%,ny, rLr, Mani Uty, rL-:5006/, - 0.40U.S Aug I ZUZI MI I ex mausmes, Inc. Mon uci l I Ua:Ub:3/ zuei rage 1 1D:OyAj Bm2?TRQgYMVts_wlsyiN VH_-tGH?wgUARNLRoMwOUbRQEAoKfwaYCOAVWGGkMUyUYKe -2-0.0 2-10.0 7.0-0 11-7-8 2-0-0 2-10.0 4-2-0 . 4-7-8 4x8 _ Scale = 1:27.0 2x4 II 4 5 I� U 1 0 2x4" 4x4 — 12" s C t 8 3x4 = 6 . ST1.5x8 STP = ST1.5x8 STP 3x8 11 44 = 2-6-0 2 10= 7-0-0 11-7-8 2-6-6 _4_ . 4-2-0 4-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud "PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.01 7-8 >999 360 MT20 244/1.90 TCDL. . 15.0 LumberDOL . 1.25 BC 0.21 Vert(CT) . - 0.02 7-8 >999 .240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) -0.00 6 n/a n/a' BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight:, 78 Ito 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 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. . OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-7-8, 8=0-8-0 Max Horz 8=281(LC 8) Max Uplift 6=-261(LC 18), 8=-1045(LC 8) Max Grav 6=308(LC 13); 8=2547(LC 25) FORCES. - (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-879/1387, 3-4=-264/250 .. BOT CHORD 2-8=-1216/906, 7-8=-1140/625, 6-7=-265/200 WEBS 3-8=-12191691, 4-7=-424/302, 4-6=-243/322, 3-7=-599/1113 NOTES- (9) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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) Provide adequate drainage to prevent water pondjng. 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 261 lb uplift at joint 6 and 1045 Ito uplift at joint 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1540 lb down 'and 464 lb up at 1-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front'(F) or back (B). 9) This manufactured product is designed as an individual building component. :The suitability and use of this component for any particular building is the responsibility. of the building designer per ANSI TPI.1 as referenced by the building code. LOAD CASE(S) Standard 1),Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 2-6=-20 Concentrated Loads (lb) Vert: 12=-1289(B) Joaquin Velei PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904,Parke East Blvd. Tampa FL 33610 Date: October 11,2021 . Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown, and is 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 ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. lnstltute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes -Tacoma -Traditional . T25608362 2931979-GHO-1007MW N2G Half Hip.Girder 1 1 Job Reference (optional) ouuuera nrsroVmca triarn-uuy,rL/, riarn Ugly, rL - 30001, UAM S Aug l0 2U21 mi I eK Inaustries, Inc. Mon Vci 11 U6:U6:3t3 zuzi rage 1 ID:OyAjBm2?TROgYMVts_wisyzNVH= LSrO7?VoCgUIPW VC2JyfnOLRjKgrxot29wOHuwyUYKd 2.0-0 -1 0-2 5-0.0 :11-7-8 2-0-0 2.10-0 2-2-0 6-7-8 4x8 = 4 .... 12 13 Scale=1:23.5 3x6 = 14 5 4x4 I I J%O = 2-6-0 2-10.0 5.0.0 11-7-8 2-6-0 4- 2-2-0 6-7-8 Plate Offsets {X,_Y)-- [4:0-5-4,0-2-0], [5:Edge,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 TIC . 0.88 Vert(LL) 0.16 6-7 >698 .360 MT20 244/190 TCDL 15.0 Lumber-DO 1.25 BC:. 0.59 Vert(CT) -0.25 6-7 >419 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.58 HOrz(CT) 001 6 nla n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-SH Weight:, 61 lb " FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 - TOP CHORD. Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 31 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) 6=0-7-8, 8=0-8-0 Max Horz 8=224(LC 8) Max Uplift 6=-219(LC 5), 8=-71 O(LC 8) Max Grav 6=576(LC 26), 8=1142(LC 25) - FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250:(Ib) or less except when shown. TOP CHORD 2-3= 834/344, 3-4=-782/263, 5-6=-355/226 BOT CHORD 2-8=-311/883, 7-8=-233/659, 6-7=-232/677 WEBS 3-8= 562/317, 4-7=-161/311, 476=-671/285 NOTES- (9) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.6psf; h=16ft; B=75ft; 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 engineerresporisible 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 podding., 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 219 lb uplift at joint 6 and 710 lb uplift at joint 8. . - 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 298 lb down. and 216 lb up at 5-0-0, 156 lb down and 100 lb up at 6-8-12, and 156 lb down and 100 lb up at 8-8-12, and 151 lb down and 100 lb up at :10-8-12 on top chord, and 267 lb down and 84 lb up at 5-0-0, 52 lb down at 6-8-12, and 52 lb down at 8-8-12, and 57 lb down at 16-8-12 on bottom chord. The design/selection of such connection device(s)'is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber.Inc'rease=1.25, Plate Increase=1.25 Uniform. Loads, (plf) Vert: 1-4=-70, 4-5=-70,2-6=-20 Continued on page 2 Joaquin Velez PE N6.68182 MiTek USA, lit:c. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October-11,2021 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 ANSMII-Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL36610 Job Truss Truss Type Qty Ply GHO Homes - Tacoma - Traditional T25608362 2931979-GHO-1007MW N2G Half Hip.Girder 1 1 Job Reference (optional) t3uhaers rlrsmource (marlu lly, rL), rlani Gny, rL - 33bbi, - 8.43as Aug I b ZUL1 MI I eK Inaustnes, Inc. Mon uct 11 Utl:umig zUzl rage z ID:OyAj Bm2?TRQgYMVts_wlsyzNVH_-pePmLLW Qz_c9l f3OcOTuJbtcTk94gF7BOalrQMyUYKc LOAD CASE(S) Standard Concentrated Loads (lb) Vert:4=-53(F) 7==105(F)12=-45(F) 13=-45(F) 14=-54(F) 15=-26(F)16=-26(F) 17=-29(F) © 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 willi 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 , ANSI?P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke -East Blvd. - Safety Information available from Truss Plate; Institute, 2670 Crain Highway, Suite 203 Waldorf,. MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Tacoma - Traditional T25608363 2931979-GHO-1007MW 01 Half Hip. 1 1. Job Reference (optional) Buiiders rlrsiSource trlant. Grry, FL), Plan[ City, FL - 33567, 8.430 s Aug 16 2021 MI I eK Industries, inc. Mon Oct 11 08:08:39 2U21 rage 1 ID:OyAjBm27TRQgYMVts_wlsyzNVFL pePmLLWQz_c91f3OcOTuJbte7kBLgIfBOalrQmyUYKc 2-0-0 1-9-0 5-10-8 7-2-0 2-0-0 1-9-0 4-1-8 .1-3.8 4xB = Scale = 1:28.2 9 4 10 7 6 5 _. 3x4 = 1-0-8... 1-9-0 , 3-9-0 .5-10-8 —1-0.8^�0-8.8 2-0-0 2-1-8 1.3.8 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8),[3:0-5-8,0-2-0) LOADING (psf) SPACING- -2-0-0 CSI. DEFL. in .(Idc) I/defl Ud 'PLATES GRIP TCLL 20.0 Plate Grip DOL- 1.25 TC 0.71 Vert(LL) -0.08 id >910 .360 MT20 244/190 TCDL . 15.0. Lumber DOL 1.26 BC - 0.51: Vert(CT) . -0.15 10 >460 240 BCLL 0.0 ' Rep Stress Incr YES WB ' 0.42 Horz(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 'Matrix=SH Weight 56 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: OTHERS 2x4 SP No.3 10-0-0 oc bracing: 9-11 JOINTS 1 Brace at Jt(s): 9 REACTIONS. " (size) 5=Mechanical, 2=1-4-0, 11=0-3-8 Max Horz 2=248(LC 12) Max Uplift 5=-127(LC 12), 2=-304(LC 12), 11=-4(LC 9) Max Grav 5.=276(LC 17), 2=272(LC 1), 11=396(LC 3) FORCES. (lb) - Max.Comp./Max. Ten. - All forces 250 (lb) or less except when shown.' WEBS 3-5=-305/328 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Volt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 5-10-8, Exterior(2E) 5-10-8 to 7-0-4 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) All plates are 2x4 MT20 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 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 5, 304 lb uplift at joint 2 and 4 lb uplift at joint 11. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904, Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 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 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 ANSUrPIr 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 city Ply GHO Homes.- Tacoma - Traditional T25608364 2931979-GHQ-1007MW 02 Half Hip.. 2 1 Job Reference (optional) tiunciers rlrstbource triam,uny, t-L), rlam Glty, rL - J3bb/, - - - - d.43D S Aug lb zuzi mi I eK InauSines, Inc. mon VCi i i Uts:Ut1:4U zuzi rage i I D:OyAjBm2?TRQgYMVts_wlsyzNVH_-Hrz8YhW 2klkOfpeaAk_7spQorBYSPhzLdEVOyoyUYKb M-0 1-9-0 5-0-0. , 7-2-0.'... I . 2-0.0 1-9.0 .. 3-3-0 7.2-0 48' 4 5 Scale = 1:26.2 . • 3 -; d 2 d.. 10 9 1 ST1.5xB STP= 6x8 = 0' 11 8 7 6: 3x4 = 0-8-0. : it 3-5.0 , 5.0 7.2.0.:... - 0-8-0 1-1-0 1-8-0 1-7-0 2-2-0 _ Plate Offsets (X Y)-- [2:0-2-2 0-3-0] [4:0=5-0 0-2-0] LOADING (pso SPACING- 2-0-0 CSI. -DEFL. in .(loc) I/dell Ud PLATES GRIP TCLL .20.0 .. Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.06 11 >999 .360 MT20 - 244/190 TCDL 15.0. - Lumber DOL 1.25 BC: 0.39 Vert(CT) -0.13 11 >606 :240 BCLL 0.0 ': Rep Stress Incr YES WB 0.68 HOrz(CT) . 0.07 6 n/a h/a' BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Weight: 59 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 pexcept end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: OTHERS 2x4 SP No.3 10-0-0 oc bracing: 2-10 SLIDER Left 2x6 SP No.2 2-5-15 JOINTS 1 Brace at Jt(s): 10 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=224(LC 12) Max Uplift 6=-96(LC 12),'2=-296(LC 12). , Max Grav' 6=287(LC 17), 2=544(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-4=-276/90 WEBS 476=-324/240 NOTES- (9) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 5-0-0, Extedor(2E) . 5-0-0 to 7-0-4.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) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a .10.0 psf bottom chord live load nonconc6rrent 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 96 lb uplift at joint 6 and 296 lb uplift at joint 2.... 9) This manufactured product is designed as.an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building'code. . Joaquin Velez PE K6.68182 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2021 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 misses 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 GHO Homes -Tacoma - Traditional T25608365 2931979-GH0-1007MW 04G Roof Special Girder 2 1 Job Reference (optional) tiUllaers t-IrstSource (Plant l:ny, t-L), Plant tatty, I-L - 33567, 8.430 S Aug 16 2021 MI I eK Industries, Inc. Mon Uct 11 08:08:41 ZU21 Page T I D:OyAj Bm2?TRQgYMVts_wisyzNVH_-mi.XW mi XhVbst_GiDnj RW M POzi HYtR89oUruExVFyUYKa -2-0-0 1-9-0 3-0.0 6-4-0 7-2-0 , 2-0.0 1-9-0 1-3.0 3-4-0 0-10.0 O `j O 2x, 1 Scale = 1:22.2 2x4 II' 4x8 = . 4x4 = 5 8 7 6 2x4 11 3x4 = 0-6-0 1-9-0 3--0 7-2-0 0.8.0 . 1.1.0 1.30.0 4-2.0 . Plate Offsets (X Y)-- [2:0-0-8 1-0-5] [2:0-1-4 0-0-2] [3:0-5-0 0-2-0] : LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid TOLL 20.0 Plate Grip DOL 1.25 TC . 0.54 Vert(LL) 0.05 6-7 >909 .360 TCDL, . 15.0. Lumber DOL - 1.25 BC : -0.47 Vert(CT) -0.07 6-7 >999 .240 - BCLL 0.0 Rep Stress Incr NO WB .0:64 Hom(CT) 0.07 6 n/a Na , BCDL 10.0 Code FBC2020/TP12014 Matrix-SH' LUMBER - TOP CHORD 2x4.SP No.2 BOT CHORD' 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-7: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 .PLATES GRIP MT20 244/190 Weight: 52 Ito FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=187(LC 24) Max Uplift 6=-197(LC 5), 2=-409(LC'8) Max Grav 6=394(LC 28), 2=649(LC 28) FORCES.' (lb)'- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-624/.263 BOT CHORD 2-9=-257/4761,6-7=-140/265 WEBS 3-13=-294/154, 6-13=-338/183 NOTES (10) 1) Wind; ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; B=75ft; 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 loadingrequirements 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 will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 lb uplift at joint and 409 lb uplift at joint 2: 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 315 lb down and 250 lb up at 3-0.0 on top chord, and 32 lb down and 27 lb up at 3-1-12, and 115 Ito down and 109 lb up at 4-5-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building Component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. .LOAD CASE(S) Standard Continued on page 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904. Parke East Blvd. Tampa FL 33610 Date: October. 11,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, 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 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 ANSIMPll Quality Criteria,. DSH-89 and SCSI Building Component .. 6904 Parke East Blvd. Safety Information available from Truss Plate: institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Tacoma - Traditional T25608365 2931979-GHO-1007MW 04G Roof Special Girder 2 .1. Job Reference (optional) t5uneers rusiaource triam:u1y, r-Lt, rlant cny, M - JJ00f, 15.4JU 5 HU9 110 eUz I AM I eK Ir1UU5Ine5, Inc. Mull UGI I I UO:uo:41 zue I ragu e I D:OyAjBm27TR0gYMVts_wlsyiNVH= m1 XW ml XhVbstGzDnj RW MPOz1 HYtR89oUruExVFyUYKa LOAD CASE(S) " Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf)' . Vert: 1-3=-70,.34=-70, 4-5=-70, 2-9=-20,'6-8=-20" . Concentrated Loads (Ib) Vert:_ 3=27(B) 9— 13(B) 14==102(B) Q WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekrs? connectors. This design is based, only upon parameters shown, andis for an individual building compdnenf, 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 budding 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 , ANSUlPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. .. Tampa, FL 36610 Job Truss Truss Type . Qty Ply GHO Homes - Tacoma - Traditional T25608366 2931979-GHO-1007MW PIG Half Hip.Girder 1 1. Job Reference (optional) oununra nrswumce trrdrn. Umy, rL/, nanr Uny, rL- 00001, o.-I�Ju s rug 10 zuz r mi I eK rnausmes, mG. man vct i i umuo;vz zuz i rage t I D:OyAj Bm2?TROgYMVts_wlsyzNVH_-ED5uzNYJGV_ku7ozH91 bxEVIexC6thke4Y_V1 hyUYKZ 0-9.60 2-6-8 4-4-0 0-9-0 1-9-8 1.9-8 6.00 12 Scale =1:37.2 . 3. 4 3x6 -5- 2x4 0 .5 ST1.5x8 STP= 2x4 II ax4 Plate Offsets X, - 6:0-2-4,0-2-4 , 6:0-5-12,0-1-4 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in -(loc) Well Ud :PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber-DOL 1.25 BC 0.57 Vert(CT) -0.03 5-6 >999 240 BCLL 0.0 ', Rep Stresslncr, NO WB 027 HOrz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 . Matrix-SH Weight:, 62 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc puffins, BOT CHORD 2x4 SP No.2 *Except' except end verticals. 2-6: 2x4 SP No.3, 5-6: 2x6 SP No.2 BOT-CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 8 REACTIONS. (size) 5=Mechanical, 7=0-8-0 Max Horz 7=66(LC 8) Max Uplift 5=-379(LC 8), 7=-153(LC 8) Max Grav- 5=627(LC 25), 7=497(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 4-5=-272/227 BOT CHORD 2-6= 259/487 WEBS 2-7= 521/179 NOTES- (10) 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf;'BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=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. 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 will fit between the bottom chord and any.other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 5 and 153 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 754 lb down and 403 lb up at 2-4-12 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B): 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Joaquin Velez PE No.68182 . Vert: 1-3=-70, 3-4=-70, 6-7=-20, 5-6=-20 MiTek USA, Inc. FL Cart 6634 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33610 Vert:9=-705(F) Date: October 11,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITE 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 A " M OW , 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 ANSbTP11 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 GHO Homes - Tacoma - Traditional T25608367 2931979-GHQ-1007MW T13 Roof Special 2 1. " Job Reference (optional) Builders FlrstSource trlam.Gay, FL), Piani Cky, FL - 33567, 8.430 s Aug 16 2021 MI I ex Inoustnes, Inc. w1On Oct 1 1 08;08;43 2021 Faye -1 ID:OyAjBm2?TRQgYMVts_wlsyzNVH_-iQfHBjZxi D6bW HN9rsYgU R2UjLgGcCmnJCj2Z7yUYKY 1-p-7 .3-0:0... 1.0-7 1-11-9. . 6.00 F12 Scale=1:19.0 4 !x4 = .. ..5 6 3x4 — 2x4 11 1-0-7 3-0=0... 1-0-7 1-11-9 ...:� LOADING (pso SPACING- 2-0-0 CSI. DEFL. in _(loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 5-6 ' >999 360 MT20244/190 TCDL 15.0 Lumber DOL . 1.25 BC 0.06 Vert(CT) . -0.00 5-6- >999 240 BCLL 0.6.' Rep Stress Incr YES WB 0.03 Horz(CT): -0.00 5 n/a h/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 22lb, 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 except end verticals. WEBS RE CTIONS 2x4 SP No.3 BOT CHORD , Rigid ceiling directly applied or 10-0-0 oc bracing. A (size) 6=Mechantcal, S=Mechanlcal Max Horz 6=48(LC 12) Max Uplift 6=-11(LC 8), 5=-89(1_13 12) Max Grav 6=122(LC 1), 5=145(LC 17) FORCES: (lb) - Max.. Comp./Max. Ten: - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; B=75ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-0-14, Interior(!) 1-0-14.to 2-10-4'zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions. shown; Lumber DOL 0.60 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 will fit between the bottom chord and any other members. .6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 11 lb uplift at joint,6'and 891b uplift at joint 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October .11,2021 A WARNING - Verify design'parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE. . Design valid for use only with MTek® connectors. This design fs 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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate' Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Symbols .PLATE LOCATION AND ORIENTATION y 3/4' 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. - ill-1/� a r For 4 x 2 orientation, locate plates 0- 1110 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 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:. ANSI/TPl1: 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, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8. dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS ❑ c1-2 c2a 4 WEBS 0 T U �6 O- c7-8 c6a cs-s 0= O 2 U n- O 1-- BU I I UM C:HUHUS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWIS AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352,.ESR1988 ER-3907, ESR72362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTeka MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 � General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.. 2. Truss bracing must be designed by an engineer..For, wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced.trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each .. joint and embed fully. Knots and wane at joint E locations are regulated by ANSIfTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant,. preservative treated, or green lumber 10. Camber is a non-structural consideration and is the, responsibility of truss fabricator. General practice is to camber for dead loaddeflection. 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. 13. Top chords must be sheathed or purlins provided at spacing indicatedon design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 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: . 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 ANSIIrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.