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HomeMy WebLinkAboutTrussPROJECT LOG ISSUED FOR START 07-29-21 ISSUED FOR PERMIT 08-24-21 F k i9x`.... pp {not shown M 1F TYP. ROOF FLASHING DETAIL N.T.S. NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS J,12- 1 TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H3 CUPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS 0 24' O/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL a: EDGE STRIP DEFINED AS THE LESSER OF 10% OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 40% OF HEIGHT H BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND JVI lLuwL ]WIN I%VVI ZONE NAILING REQUIREMENTS. ROOF ZONE DIAGRAM TRUSS CONNECTOR SCHEDULE FASTENERS PER STRAP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK LISP CONNECTOR TRUSS TIE -BEAM OR WALL DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SING'_E: STRAP DOUBLE STRAP TC-1 TA 12 (5) 10d x 1-112' - N125 1980 335 670 245 490 TC-2 TA14 7 10d x 1-1 2' - 2410 1 1 3351 670 1 1 245 490 TC-3 HTWM16 8) 10d x 1-1 2' 4) r 4' x r-3 4' WAR 1225 - 1225 - 1225 - TC-4 HT416 9 10d x 1-1 2' — 1870 1 243D 1 710 1 13101 270 1 1215 TC-5 HTW20 20) 10d x 1-12 24) 10d x 1-1 2' 1530 - - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) SLOR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2E 2R 2N ZONE 3E 3R PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE 1, OR EQUAL 24" 0/C SHANK SHANK SHANK SHANK SHANK SHANK SHANK BLOCKED AS SPAN RATING 40 20 19 32' MAX. 6" 0 C 6' 0 C 6" 0 C 4' O C 4" O C 4' 0 C 4' 0 C SHOWN ON PLAN APA RATED SHEATHING 8d RING- 8d RING- 8d RING- NAIL CORNER STUDS EXT EXPOSURE 1, OR EQUAL 16" 0/C SHANK SHANK SHANK AT 4" 0/C MAX. TYPICAL WALL SPAN RATING 40,120 19/32 MAX. 4" 0 C 4" 0 C 6" 0 C BLOCK FREE EDGES APA RATED SHEATHING 8d RING- 8d RING- 8d RING- INT. EXPOSURE 1, OR EQUAL 16" O/C SHANK SHANK SHANK BLOCK FREE WALL I SPAN RATING 32116 1 15/32 1 MAX 1 6" 0 C 6" O C 12' 0 C EDGES RING —SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH OOF NAILING l`.= IDENTICAL FOR ZONES 2 & 3 399# MAX. E.E. �, 940# MAX. E.E. I 915# MAX. E.E. TC-1 TC-1 TC-1 v TC-1 N tD Hatch Legend �399#�MA);, W M C7 UJI Lo J W Cn W a Z ❑ Z Lu Q J r a cc O < =' p z m s 0 0 a a-J c� [/) ro O � U7 -p W c 2: w o c��c'c Li '� _C L (D -0 9 'IOU ca - o o � C o `—° LID c =3 as cv CU _ °W J �' > O Q' � c p C=7 Cu o a o�C� IW-- U4 a `o. Z 0 �ca- J Z O fie rn Ce OO W J m Ln m 2 rLu ce- cK O Lu OF Lu X0, 7. T_ V con M� 0 ® 0 s 41 ® W ❑ U J O W 2:un 1/4" = 1'-0" U. N.O. TRUSS PLAN MW - 64 ® Lumber design values are in accordance with ANSI TPI 1. section 6.3 These truss designs rely on lumber values established.by others. MiTek. RE: 2890123-GHO-64MW - GHO - Grenadine JEM - Custom Classic MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info:. GHO Homes Project Name: MW64 Model: . Lot/Block: 64 Subdivision: MEADOWOOD Address:. 2644 Conifer Dr,.. City: Fort Pierce a State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: . City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special 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:. ]v>A psf This package includes 45 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 T25126526. Al 8/24/21 23 T25126548: C2 8/24/21 2 T25126527 A2 8/24/21 ' 24 T25126549 C3.. 8/24/21 3 T25126528 A3 8/24/21 25 T25126550 C4 8/24/21 4 T25.126529 A4 8/24/21 26 T25126551 C5 8/24/21 5 T25126530 A5 8/24/21 27 T25126552 C6 8/24/21 6 T25126531 A6 8/24/21 28 T25126553 C7 8/24/21 7 T25126532 A7 8/24/21 29 T25126554 .CJ2 8/24/21 8 T25126533 A8 8/24/21 30 T25126555 CJ5: 8/24/21 9 T25126534 A9 8/24/21 31 T25126556 CJ7 8/24/21 10 T25126535 A10 8/24/21 32 T25126557 D1 8/24/21 11 T25126536 All 8/24/21. 33 T25126558 EJ5 8/24/211 12 T2512653.7 . Al 8/24/21. 34 T25126559 EJ5A 8/24/21 13 T25126538 A13 8/24/21 35 T25126560 J1 • 8/24/21 14 T25126539 A14 8/24/21 36 T25126561 J2 8/24/21 15 T25126540 A15 8/24/21 37 T25126562 J3 8/24/21 16 T25126541 A16 8/24/21 38 T25126563 J5 8/24/21 17 T25126542 A17 8/24/21 . 39 T25126564 J7 8/24/218 18 T25126543 A18 8/24/21 40 T25126565 J7A 8/24/21. 19: T25126544 B1 8/24/21 41 T25126566- J7G: 8/24/21 20 T25126545 B2 8/24/21 42 T25126567 V1 8/24/21 21 T25126546 133 8/24/21 43 T25126568 V2 8/24/21 22 T2512654.7 Cl 8/24/21 44 T25126569 V3 8/24/21 The truss drawing(s) referenced above have been prepared by ��t�trl �;4P:QQ MiTek USA, Inc. under my direct supervision based on the. parameters �•,�� provided by Builders FirstSource (Plant City, FL). ,��` ..; Truss Design Engineer's Name: Velez, Joaquin * No 6 My license renewal date for:the state of Florida is February 28, 2023. = ; IMPORTANT NOTE: The seal on these truss component designs is a certification ' •� T that the engineer named is licensed in the jurisdiction(s) identified and that the designs ANSl/TPI 1:.These designs based �� �` • • Q comply with are upon parameters �ii SS• shown (e.g., loads, supports,. dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs.. MiTek or TRENCO has not independently verified the Joaquin ve ez PE No. applicability of theAesign parameters or the designs for any particular building. Before use, MiTek US Inc: FCC the building designer should verify applicability of design parameters and properly. 69D4 Park Q East Blvd incorporate these designs into the overall .building design per ANSI/TPI 1, Chapter 2. Date: 82 E OF �44/ 669 e 634 ampa FL 33610 August 24,2021 Velez, Joaquin 1 of 2 RE: 2890123-GHO-64MW - GHO - Grenadine JEM - Custom Classic Site Information: Customer Info: GHO Homes Project Name: MW64 Model: . Lot/Block: 64 Subdivision: MEADOWOOD Address: 2644 Conifer Dr, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T25126570 V4 8/24/21 2of2 Job Truss Truss Type Oty Ply GHO - Grenadine JEM -Custom Classic T25126526 2890123-GHO-64MW . Al Roof Special Girder 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 202i MiTek eK industries, inc. Mon Aug za r v: r5;43 202 r Faye r ID:rcJ P0140c?YPehxeU_io6xzNgS4-uJCCLJPrOdUA15SLl?9j7bj8BV4xe90kKKoVpaykxeU 2-0-0 4-4-0 7-8-1 13-0-0 16-5-0 1 -4- 20-7-2 23-4-0 28-5-0 33-0-0 36-6.0 40.0-0 42-0.0 2-0-0 4-4-0 3-4-1 5-3-15 3-5-0 0-11- 3-3-2 2-i- 5-1-0 4-7-0 3-6-0 3.6-0 2 6.00 12 6x8 = 6x8 = 4 5 6 Scale = 1:77.6 4x6 = 4xB 4x8 11 6x8 = 4x8 5x8 = ST1.5x8 STP = ST1.5xB STP = 7-8-1 13-0-0 16-5-0 20-7-2 23-4-0 28-5-0 33-0-0 36.6-0 5-3-15 3-5-0 4-2-2 2-8-14 5-1-0 4-7-0..'3-6-0 LOADING (pso TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020ITP12014 CSI. TC 0.61 BC 0.78 WB .0.97 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in ([cc) Well Ud -0.28 16 >999 360 -0.64 15-16 >739 240 0.16 11 n/a n/a 0.41 15-16 >999 240 PLATES GRIP MT20 244/190 Weight: 612lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-3-4 cc puriins. 4-6,6-8,8-10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. BOT CHORD 2x6 SP No.2 *Except* 5-19: 2x4 SP No.3, 15-18: 2x6 SP M 26, 9-14: 2x4 SP No.2 11-14: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except 13-15: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-309(LC 6) Max Uplift 2=-1056(LC 8), 11=-1675(LC 8) Max Grev 2=2358(LC 1), 11=3452(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4175/1622; 3-4=-3644/1570, 4-5 4239/1856, 5-6=-4257/1861, 6-7=-4470/1906, 7-8=-7631/3195, 8-9=-10567/4616, 9-10=-10418/4562, 10-11= 6750/3021 BOT CHORD 222=-1227/3602, 21-22— 1227/3601, 5-18=-120/333, 17-18=-2553/6816, 16-17=-433B/10919, 15-16=-4336/10923, 14-15=-352/897, 9-15=-395/264, 13-14=-501/1146, 11-13=-2490/5927 WEBS 3-22=0/274, 3-21=-659/306, 4-21=-545/178, 18-21=-986/3079, 4-18=-770%2028, 8-15=-1473/12711:13-15=-2032/4881, 10-15= 2043/5110, 10-13= 383/469, 6-18=-559/1372, 7-17=-1510/3652, 8-17=-5429/2362; 7-18=-3740/1635 NOTES- 1) 2-ply truss to be connectedtogether with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Joaquin Velez PE No.68182 to the use of this truss component. MiTek USA, Inc. FL Cart 6634 6) Provide adequate drainage to prevent water ponding. 6904 Parke East Blvd. Tampa FL 33610 7) All plates are 2x4 MT20 unless otherwise indicated. Date: 8) This truss has been designed for. a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide August 24,2021 will fit between the bottom chord and anv other members. L,ondnuea on page z 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 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. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 0ty Ply GHO -Grenadine JEM - Custom Classic T25126526 2890123-GHO-64MW Al Roof Special Girder 1 2 Job Reference (optional) euueers mrsraource tndrn L.ny, rLl, nnrn a uy, uuor , e . �. ,.., , ,. ...... ......... — ID:rcJ P0140c?YPehxeU_io6xzNgS4-uJCCLJ PrOdUA15SLI?9j7bi8BV4xe90kKKoVpaykxeU NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=1056, 11=1675. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 197 lb up at 31-2-13, and 388 lb down and 338 lb up at 33-0-0 on top chord, and 1229 lb down and 546 lb up at 30-4-12, and 88 lb down at 31-2-13, and 410 lb down and 291 lb up at 32-10-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S). Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4= 70, 4-6=-70, 6-8= 70, 8-10=-70, 10-12=-70, 2-19=-20, 15-18=-20, 11-14=-20 Concentrated. Loads (lb) Vert: 10=-175(F) 13=-315(F) 31= 141(F) 32=-1229(F) 33=-66(F) . 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 t• 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 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 City Ply GHO - Grenadine JEM - Custom Classic T25126527 2890123-GHO-64MW A2 Roof Special 1 1 Job Reference (optional) 6uimers Firstbource (viant city, FL), Nlant uny, FL - 33b6/, tl.4;JU S Hug It) ZUZI Mr r eK inausines, Inc. mun Hug zd r 4; I O;ua eue I raye i ID:rcJ P0140c?YPehxeU_io6xzNgS4-uajdv7dVOsdmai FdF4yiJAwOZLrs7rREEfQvw5ykxeD 15-4-0 15-2-0 -2-0-0 6-9-1 13-1-0 15-0-0 21-4-0 25-5-0 31-0-0 35-9-11 40-0-0 42-0-0 2-0-0-0-15 1-11-0 6-" 7.1.0 2-7-0 49.11 4-2-5 0-2-0 Scale=1:79.2 0-2-0 5x6 = 6.00 12 4x6 3x6 = 7x8 = 3x4 11 4x8 = 5x12 = 3x6 15-4-0 15-2-0 i 6-9-1 _ 13-1-0 1-0-0 228-5-0. 3-0. , 40-M 6-9-1 6-3-15 No cl10 7-1-0 2-71 9-0-01.1 0-2-0 . 0-2-0 Plate Offsets (X Y)-- [7:0-5-4 0-3-81, [9:0-4-0,0.1-151; [11:0-2-9,0-1-81, [15:0-3-4,0-4-81, [18:0-6-4,0-4-01, [20:0-3-S;Edge1 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.31 16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.71 15-16 >663 240 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.27 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.40 16 >999 240 Weight: 265lb FT=20% LUMBER- BRACING - TOP CHORD2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 6-7: 2x4 SP No.1, 7-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-1 oc bracing. BOT CHORD 2x4 SP No.2 `Except* WEBS 1 Row at midpt 7-15, 7-17 5-19,8-14: 2x4 SP No.3, 15-18: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 13-15: 2x4 SP No.2 OTHERS 2x4 SP No.2 "Except* 22-23,25-26: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=354(LC 11) Max Uplift 2=-838(LC 12), 11=-838(LC 12) MaxGrav 2=1942(LC 1), 11=1942(LC 1) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3280/1427, 3-5=-3222/1491, 5-6=-2831/1440, 6-7= 2908/1404, 7-8=-4165/1962, 8-9=-4114/1941, 9-10= 3031/1395, 10-11=-3257/1536 BOT CHORD 220— 1073/2871, 19-20=-79/268, 5-18=-189/578, 17-18=-947/2775, 16-17=-1956/5022, 15-16=-1952/5026, 8-15=-450/338, 11-13=-1228/2793 WEBS 3-20=-369/269, 18-20=-1013/2651, 7-16=0/258, 7-15=-954/404, 13-15=-994/2770, 9-15=-1078/2472, 9-13=-885/431, 10-13=-234/253, 6-17=-1058/2269, 7-17=-2874/1381, 5-17=-815/451 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. .II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 15-2-0, Exterior(2R) 15-2-0 to 19-2-0, Interior(1) 19-2-0 to 31-0-0, Extedor(213).31-0-0 to 35-0-0, Interior(1) 35-0-0 to 42-1-7 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) 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 Joaquin Velez PE No.68182 will fit between the bottom chord and any other members. MTek USA, Inc.. FL Cert 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6904 Parke East Blvd. Tampa FL 33610 2=838, 11=838. Date: August 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 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?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 Oty Ply GHO -Grenadine JEM - Custom Classic T25126528 2890123-GH0-64MW A3 Roof Special 1 1 Job Reference (optional) - a A— � A, 19 onoihAiTdr Inrl„ctrinc Inr. Iulnn Alin 9q iA•IA-ni 9n91 Pana'i Builders rlrslaource trlani GUy,'FL/, 2-0-0 6-9-1 rl&i]L l Ily, FL-0000.1, 13-1-0 15-2-0 19-4-0 I D:rcJP0140c?YPehxeU_fo6xzNgS4-MmH?7Td7991dCsgppnUxrOTCfIBOsJSOT79SSXykxeC 23-10-8 24 -0 28-5-0 2 - O 33-7-4 40-0-0 42-0-0 . 2-0-0 6.9-1 6-3-15 2-1,0 4-2.0 4-6-8 0- -8 '4-3-0 0-7-0 4-7-3. 6-4-12 2-0-0 Scale =' 1:82.8 5x6 II 6.00 F12 2x4 11 6 5 5x6 = . 5x6 = 7 3x4 = 3x6 i 3x4 i 4 �28 9 : 3031 C1 3x4 32 3 10 N 2x4 11 20 11 2x4 11 27 Lh 33 2x4 11 11 2x4 11 2X4 I - 2 18 16 o m -� , 17 12 ,�I�. b 34 35 6x8 = o x8 STP,= 20 . 19 7x8 — 15 14. 13 ST1.5x91 3x6 = 5x6 = 3x4 :I I 3x4 5x8 3x6 = 5x8 =.. 6.9-1 13-1-0 19-4-0 28-5-0 28 q-0 33-7-4 40-0-0 r a-o-� as-u R-A-n 9-1-0 0-7-0 4-7-3 6-4-12 Plate Offsets (X Y)-- [9.0-3-0 0-2-0] [13.0-3-8 0-2=81[16.0-2-8 0-3-121[18.0-2-4 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) :I/defl Ud PLATES: GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.35 16-17 >999 360 MT20 244/190 TCDL 15.0' Lumber DOL 1.25 BC . 0.96 Vert(CT) -0.75 16-17 >628 240 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) . 0.24 11 n/a n/a BCDL 10.0 Code. FBC2020/TP12014 Matrix-SH Wind(LL) 0.37 17 : >999 240 Weight: 257lb 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' BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. Except: 5-19;9-14:.2x4 SP No.3, 16-18: 2x65P No.2 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* WEBS. 1 Row at micipt 6-17 18-20,13-16,6-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=354(LC 11) Max Uplift 2=-837(LC 12), 11=-835(LC 12) Max G rev. 2=2196(LC 17), 11=2194(LC 18). ;- FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3694/1434, 3-5=-3569/1489, 5-6= 3564/1648, 6-7= 4925/2172, 7-8=4311/1843; 8-9=-3448/1481, 9-10=-3834/1577, 10-11=-3686/.1430 BOT CHORD 2-20=-1080/3416, 5-18=-355/343, 17-18=-772/2889, 16-17— 1378/4079, 11-13=-1113/3141, 9-16— 457/1406 WEBS 3-20=-337/255, 18-20=-1053/3269, 7-17=-2427/1147, 8-17=-43/459, 8-16= 936/459, 10-13=-514/304, 13-16=-1059/3086, 10-16=-58/360, 6-18=-555/1233, 6-17=-1234/3075 NOTES- 1) Unbalanced roof live loads have been considered for this.design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=&0psf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft;_Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1=10-9 to 15-2-0, Extehor(2E) 15-2-0 to 19-4-0, Interior(1) 194-0 to 29-0-0, Exterior(2R) 29-0-0 to 33-0-0,.Interior(1) 33-0-0 to 42-1-7 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) 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) Provide mechanical connection.(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=1b) 2=837, ,11=835. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 ® 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 Bracing indicated is to buckling of individual truss web chord members only. Additional temporary and permanent bracing MiT®k' design. prevent and/or is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ' ANSIITP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute,2670 Crain Highway, Suite 20a Waldorf, MD 20601 Tampa, FL 36610: - Job Truss Truss Type Oty Ply GHO - Grenadine JEM - Custom Classic T25126529 2890123-GHO-64MW A4 Roof Special 1 1 Job Reference (optional) ounuers nrstavurce tr,anr Uny, rL/, rid[ IL i.ay, r" - ouoor, .,.+......,..e . � �— ..... ,,,..—,,. ...... I .. _,._. . _ _ . ID:rcJ P0140c?YPehxeU_io6xzNgS4-gzrOKpelwTtUpOP?MV?AOb01B9YubolXhnv?_zykxeB 2-0-0 6.4-13 13-1-0 15-2-0 ,' 17-4-0 20-0-8 , 22-2-0 27-0-0 z8-5-Q 33-7-5 6. - 2 0 0 6-4-13 6-8-4 2-1=0 2-2-0 .: 2-8-8 2-1-8 4.10-0 1-5.0 5.2-5 fi-4-11 Scale=1:77.6 3x6 = 6:00 12 5x6 5x12 6 7 5x6 i>m 0 3x6 = 5x6 = 3x4 Il 5x6 = 3x6 13-1-0 17-1-0 20-0-8 , 27-0-0 2B-5-Q 33-7-5 6-8-4 4-3-0 2-8-8 6-11-8 ." 1-5-0 5-2-5 ' Plate Offsets (X Y)-- [5:0-5-4 0-2-8] [6:0-3-0 tdgeJ -[9:U-3-U U-2-Uj [17:U-2-8 Eage) [19:Q-b-1L U-3-41 LOADING (pso 'SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL : 20.0. Plate Grip DOL 1.25 TIC 1.00 Vert(LL) -0.35 17-18 >999 360 MT20 244/190 TCDL 1&.0 Lumber DOL. 1.25 BC . 0.87 Vert(CT)' -0.7117-18 >660 240 BCLL 0.0 '. Rep Stress Incr YES W B :0.81 - Horz(CT) - 0.23 : 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH W ind(LL) 0.27 18 ' . >999 240 Weight:.248 lb FT = 20%o. LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 5-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 5-20,10-16: 2x4 SP No.3, 17-19: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except` 19-21,15-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0.8-0, 13=0.8-0 Max Horz 2=-354(LC 10) Max Uplift 2=-.838(LC 12), 13=-838(LC 12) Max Grev 2=2211(LC 17),13=2212(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All:forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3743/1448, 3-5=-3634/1509, 5-7=-3439/1578, 7-8=-3536/1603, 8-9=-3536/1603, 9-10= 3764/1633,110-12=-3776/1546, 12-13=-3731/1404 BOT CHORD 2-21=-1099/3460, 5-19.=-147/781, 18-19=-982/3324, 17-18=-907/3033, 10-17=-244/265, 13-15— 1090/3183 WEBS 3-21=-290/241, 19-21=-1069/3325, 15-17=-1051/3178, 12-17=-81/254, 12-15=-432/281, . 8-18=-523/362, 9-18=-265/789, 5-18=-230/730, 9-17=-456/1128 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2.1-7 to 1-10-9, Interior(1) 1-10-9 to 15-2-0, Exterior(2E) 15-2-0 to 17-3-10, Interior(1) 17-3-10 to 27-0-0, Exterior(2R) 27-0-0 to 31-0-0, Interior(1) 31-0-0 to 42-1-7 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=838, 13=838. 9) Graphical puffin representation does not depict the sizeor the orientation of the puffin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 ® 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 A MoTek' is always required for stability and to prevent collapse -with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO - Grenadine JEM - Custom Classic . . ... T25126530 2890123-GHO-64MW A5 Hip 1 1 Job Reference (optional) buncers rusioource triani %lily, rLl, r;arn i.ny, rL - 0000i, �.��� r �y •,, , _� �„ ^tea ���. �a� . ID:rcJP0140c?YPehxeU_io6xzNgS4-nLz81VgOR47C3KZOUv1eTO5jBzC73kUg95O63sykxe9 2-0-0 6-4-13 13-1-0 15-0-0, 20-0-0 25-0-0 28-5-0 33-5-8 33i7-5 40-0-0 2 0 0 6-4-13 6-8.4 1-11-0 5-0-0 5.0.0 3-5-0 5-0-8 0-1-13 .: 6-4-11 Scale = 1:81.3 2x4 11 2x4 11 30 m 2x411 0 3x6 = 6.00 FIT 5x6 = 3x4 = 5x6 = 6 327 33 8' 5x6 = 3x4 11 5x8 = 5xb vvtl= 28-5-0 46 9 34 3x6 10 4x4 N 11 6 2x4 11 r 35 2x4 I I 12 2x4 11 iio 6 131� 0 15 14 ST1.5x 3x4 11 5x6 = 3x6 = 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) -0.42" 17-19 >999 360 . MT20 244/190 TCDL 15.0 Lumber DOL . 1.25 BC 0.95 Vert(CT) -0.8117-19 >582 240 BCLL 0.0 * Rep Stress Incr YES WB .0.66 Horz(CT) : 0.23. 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.26 -21.. >999 240 Weight: 257 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . . Structural,wood sheathing directly applied or 2-5-1 oc purlins. BOT CHORD 2x4.SP No.2 *Except BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 5-22,9-15:.2x4 SP No.3, 18-20,16-1.8: 2x4 SP No.1 10-0-0 oc bracing: 20-22 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-19, 7-17 20-23,14-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 . Max Horz 2=-351(LC 10) Max Uplift 2=-827(LC 12), 12= 833(LC 12) Max Grav 2=2254(LC 17), 12=2231(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3810/1379, 3-5= 3919/1480, 5-6=-3284/1332, 6-7=-2929/1245, 7-8=-2863/1260, 8-9=-3211/1348, 9-11=-3790/1511, 11-12=-3769/1393 BOT CHORD 2-23=-1020/3515, 22-23=-66/272, 5-20= 177/713, 19-20=-967/3627, 17-19=-852/3089, 16-17=-1042/3247; 9-16=-201/622, 12-14=-1078/3215 WEBS 3-23=-461/273, 5-19=-970/450, 6-19=-407/1185, 7-19=-364/212, 7-17=-389/200, 8-17=-415/1153, 9-17=-887/471, 20-23=-980/3307, 11-14=-416/269, 14-16=-1051/3036 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L'=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 15-0-0, Exterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 25-0-0, Exterior(21R) 25-0-0 to 30-7-14,:Intedor(1) 30-7-14 to 42-1-7"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) 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) Provide mechanical connection .(by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=lb) 2=827, 12=833. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 ® 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 buckling of individual truss web.and/or chord members only. Additional temporary and permanent bracing MiTek". prevent is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP/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 - Grenadine JEM - Custom Classic T25126531 2890123-GHO-64MW A6 Hip Job Reference (optional) outtoem risrauurce tr,arn wry, rah na n u,ry, rL - uoaoi, ...... ......... - ID:rcJ P0140c?YPehxeU_io6xzNgS4-FXXW yrgeCOF3gU8a2dYtOEeshMZPo6Yz017gblykxe8 2-0-0 6-9-1 13-1-0 17-0.0 23-0-0 28-5-0 33-8-11 40-0-0 42-0-0 2-0-0 6.9-1 6-3-15 3-11-0 6-0.0 5-5-0' 5-3-12 6-3-5 Scale = 1:81.7 5x8 5x6 6.00 F12 629 7 30 46 5 4x6 3x6 28 8 3x6 3x4 4 9 3x4 - a o_ 3 10 2x4 11 2x4 11 P7 31 2x4 11 m 2x4 11 2 11. 2x4 m oQ 4 II ,2 18 15 0 32 1 6x8 = 17 16 6x8 = . o" . 8 STP = 20 19 4x4 = 4x8 = 14 13 ST1.5x8 — 3x6 = 5x6"= 3x4 II 2x4 11 ''5x6 = 3x6 = 6-9-1 13-1-0 17-0-0 23-0-0 28-5-0 33-8-11 40.0-0 1 6-9-1 6-3-15 3-11-0 6.0-0 5.5-0 5-3-12 6-3-5 Plate Offsets (X Y)-- [6'0-6-0 0-2-8] [7.0-3-0 0-2-0] {15:0-5-8 0-3-12] [18:0-5-12 0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0. Plate Grip DOL .' 1.25 TIC . 0.79 Vert(LL) . -0.22 17-18 >999 360. .' MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.46 15-16 >999 240 BCLL 0.0 * Rep Stress Incr. YES WB 0.99 Horz(CT) . 0.21.: 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.24 17-18 >999 240 1 Weight: 268lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2=O oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. 5-19,8-14: 2x4 SP No.3; 15-18: 2x6 "SP No.2 WEBS 1 Row at micipt 6-16, 8-16 WEBS 2x4 SP No.3 *Except* 18-20,13-15: 2x4 SP; No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=392(LC 11) Max Uplift 2=-838(LC 12), 11=-838(LC 12) Max Grav_2=2207(LC 17), 11=2204(LC 18)" FORCES. (lb) - Max. Comp./Max. Ten.: AII'forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3717/1403, 3-5=-3661/1469, 5-6=-2901/1299, 6-7=-2532/1229, 7-8=-2868/1283, 8-10=-3879/1569, 10-11=-3716/1397 BOT CHORD 2-20— 1038/3464,.19-20=-60/256, 5-18=-195/833, 17-18=-926/3399, 16-17=-648/2718, 15-16=-1112/3344; 8-15=-198/834, 11-13= 1083/3168 WEBS 3-20=-379/276, 18-20=-999/3267, 5-17=-1145/506, 6-17= 341/1088, 7-16=-268/925, 8-16=-1267/569, 13-15=-1037/3045, 10-15=-44/357, 10-13=-500/297 NOTES- 1) Unbalanced roof live loads.have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl.,.GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 17-0-0, Exterior(2R) 17-0-0 to 22-7-14, Interior(1) 22-7-14 to 23-0-0, Exterior(2R) 23-0-0 to 28-6-12, Interior(1) 28-6-12 to 42-1-7"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) 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 = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=838, 11=838. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 3318.10. Date: August 24,2021 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 fot an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web"and/or chord members only. Additional temporary and permanent bracing MiTek* prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIr 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 -Grenadine JEM - Custom Classic T25126532 2890123-GHO-64MW A7 Hip, 1 1 Job Reference (optional) timuers mrstauurce trrarn Uny, rL/, ridin g.ny, rL- —, ..,. ,,..y ........., ....................'__' ...... ........._' -- ....-.-' ___. . _'_ . ID:rcJP0140c?YPehxeU_io6xzNgS4-BweHNXi uk?VmwnHz92aL5gCuAHuG47Gr3cmgBykxe6 2-0-0 6-9-1 13-1-0 19-0-0 21-0-0 2" 0 34-9-0 40.0-0 42-0-0 2.0-0 6-9-1 6.3-15 5-11-0 2-0-0 7-5-0 6-4-0 5- 7- 2 Scale=1:82.1 5x8 = 5x6 = 6.00 F12 6 7 4x6 i 5 28 29 4x6 3x6 i 8 3x4 3x4 i 4 3x6 3 9 10 2x4 11 2x4 11 2x4 II Y7 30 2x4 II 2x4 2 `� 18 1s 11 2x4 I I o 6 1 5x8 = 17. 16 5x8 = 12 ,�I9 o 8 STP = 20 19 4x4 = 4x8 = 14 13 ST1.SxB — 3x6 = 5x6 = 2x4 I I 3x4 11 5x6 = 3x6 = 6-9-1 13-1-0 19-0-0 21-0-0 2B-5-0 34-9-0 40-0-0 6-9-1 6-3-15 5-11.0 2-0-0 7-5-0 6-4-0 5-3-0 Plate Offsets (X Y)-- [6.0-6-0 0-2-8] [7.0-3-0 0-2-0] [15:0-5-12 0-3-8] [18i0-5-12 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft:' Ud PLATES- GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.81 Vert(LL) : -0.19 17-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.'76 Vert(CT)-0.44-17-18 >999 240 BCLL 0.0 ' Rep Stress Incir YES WB 0.67 Horz(CT) 0.20 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.24 17-18 >999 240 Weight: 277 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 7-9:.2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-8-11 oc bracing. BOT CHORD 2x4 SP No.2 "Except WEBS 1 Row at midpt 5-11, 6.16, 8-16 5-19,8-14: 2x4 SP No.3, 15-18: 2x6 SP No.2 WEBS 24SPN 3'Excet 18-20,13-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-433(LC 10) Max Uplift 2=-838(LC 12), 11=-838(LC 1.2) Max Grav 2=1942(LC 1), 1.1=1942(LC 1) FORCES. (lb) Max. Comp./Max. Ten. -All forces250 (lb) or less except when shown. TOP CHORD 2-3=-3276/1347, 3-5= 3255/1412, 5-6=-2377/1160, 6-7=-2064/1123, 7-8=-2426/1143, 8-10=-3519/1507, 10-11= 3304/1348 BOT CHORD 2-20=-987/2961, 5-18= 173/698, 17-18=-894/2942, 16-17=-494/2052, 15-16=-1089/31,03,. 8=15=-132/641,11-13=-1053/2831 WEBS 3-20= 400/267, 18-20=-941/2832, 5-17=-1199/594, 6-17=-330/765, 6-16=-182/328, 7-16=-276/723, 8-16=-1322/678, 13-15=-984/2683, 10-15=-54/310, 10-13=-414/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to:19-0-0, Exterior(2E) 19-0-0 to 21-0-0, Exterior(213) 21=0-0 to 26-7-14, Interior(1) 26-7-14 to 42-1-7 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 jive 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 Gt=lb). 2=838, 11=838. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 N 6 rn A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing � l� All prevent .. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ITek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO - Grenadine JEM -Custom Classic T25126533 2890123-GHO-64MW A8' . Roof Special 1 1 Job Reference (optional) tiuuaers mrsmource triam Ltry, rLl, riant uIty, rL - aaaor, -.0 ID:rcJ P0140c?YPehxeU_io6xzNgS4-f6Cfbtj W VJddXxs9jl6adsFLiab2?XFP4j MKCdykxe5 2-0-0 6-9-1 13-1-0 20-0-0 24-11-7 28-5-0 33-8-11 40-0-0 42-0-0 2-0-0 6-9-1 6-3-15 6-11-0 . 4-11-7 3-5.9 5-3-.12 6-3-5 2-0-0 . Scale=1:75.8 5x6 = 6.00 12 6 11 io rn 2 17 �15 12 =CI9 6�30-- - - - - 3x6 5x6 = 3x4 11 V^V 5x6 = 3x6 6-9-1 13-1-0 1 20.0-0 , 28-5-0 Plate Offsets (X Y)-- [15.0-2-0 0-3-0] [17.0-5-12 0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.28 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) . -0.56 15-16 >844 240 BCLL 0.0 *. Rep Stress Incr YES WB 0.68 Horz(CT) 0.21 11 n/a n/a BCDL 10.0 Code. FBC2020/TPI2014 Matrix-SH Wind(LL) 0.26 15-16 >999 240 Weight: 262lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4.SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing. 5-18,8-14: 2x4 SP No.3, 15-17: 2x6 SP No.2 WEBS 1 Row at midpt 5-16, 6.16, 7-16 WEBS 2x4 SP No.3 *Except* - 17-19,13-15; 2x4 S.P,No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=453(LC 11) Max Uplift 2=-83B(LC 12), 11=-838(LC 12) Max Grav,2=2197(LC 17), 11=2208(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3688/1337, 3-5=-3664/1417,-5-6=-2515/1141, 6-7=-2516/1153, 7-8=-3828/1571, 8-1 0=-3814/1 459, 10-11=-3729/1344 BOT CHORD 2-19=-991/3482, 5717=-165/851, 16-17=-916/3482, 15-16=-778/2794, 8-15=-319/250, 11-13=-1038/3181 WEBS 3-19=-384/265, 17-19= 937/3308, 5-16=-1433/636, 6-16=-694/1804, 13-15=-985/3109, 10-15=-59/295, 10-13=-453/273, 7-16=-1096/545, 7-15=-433/1320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=77ft; L=40ft; eave=51`; Cat.. . II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 42-1-7 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.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1.00 lb uplift at joint(s) except (jt=lb) 2=838, 11=838. Joaquin Velez PE. No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 .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 pp l�� T IQJk° tV1� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO - Grenadine JEM -Custom Classic T25126534 2890123-GHO-64MW A9 Hip Job Reference (optional) fbUltaers r1rsibource trlanl Ldty, r-L), rlam Uty, rL - AODOf, I D:rcJP014Oc9YPehxeU_io6xzNgS4+cVKPOYkmi MLnFOYgAB2j HLhwNHOTNdXOrRGVykxe3 2-0-0 6-4-13 13-1-0 19-0-0 21-0.0 27-3.4 26-5-p 33-1-8-3a-7-5 40-0-0 �42-0-0, 2 0-0 6.4-13 6-8-4 5-11-0 2-0-0 6-3-4 1-1-1� 4-8-8 0-5-13 6-4-11 2-0-0 ' 5x8 = Scale = 1:84.6 6.00 F12 5x6 = 6 7 42 5x6 i 3x6 i 41 5 4 3x4 i 3 . . 2 40 CO 1. 21 20 23 4x4 =4x8 25 245x8 3x6 = . 5x6 = ST1.5x8 STP = 13-1-0 3x4 8 3x6 9 3x4 10 4x6 = 11 12 15 18 iT 19 4x4 = 3x8 11 16 14 3x6 4x8 = 3x411 ST1.5x8 STP= 8x10 = 4x6 = 48 = 38-0-8 13,�I991 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well_' Ud PLATES GRIP TCLL 20.0 _ Plate Grip DOL' 1.25 TC 0.89 Vert(LL) -0.23 23 >999 360. MT20 244/190 TCDL 1&0 Lumber DOL . 1.25 BC . 0.86 Vert(CT) -0.53 23 >888 240' BCLL 0.0 '. Rep Stress Incr YES WB :0.93 Horz(CT) 0.30 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.29 23 >999 240 Weight: 293lb FT=20% LUMBER- BRACING - TOP CHORD' 2x4 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied. . 4-6,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-11-12 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 7-6-0. oc bracing: 15.17 5-24: 2x4 SP No.3, 19-22: 2x6 SP No.2, 11-19: 2x6 SP M 26 10-0-0 oc bracing: 22-24 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at.midpt. 5-21, 10-18; 8-20i 6-20 22-25: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=-433(LC 10) Max Uplift 2=-827(LC 12), 12= 833(LC 12) Max Grav, 2=1965(LC 1), 12=1952(LC 1) FORCES.. (lb) - Max. Comp./Max. Ten. - Al[forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3315/1317, 3-5=-3567/1466, 5 6=-2440/l131, 6-7=-2075/1110; 7-8=-2416/1144, 8-10=-3266/1399,.10-11=-4762/1903, 11-12=-2879/1139 BOT CHORD 2-25=-958/2994, 5-22- 145/762, 21-22=-995/3297, 20-21=-485/2090, 18-20=-928/2843, 17-18=-1531/4231, 15-17=-1531/4231, 11-15=-790/1870, 14-16=-135/355, 12-.14=-867l2381 WEBS 3-25=-563/287, 22-25=-88B/2893;3-22=-57/319, 5-21=-1426/652,.6721=-238/776, 7-20=-361/869, 10-17=-214/815, 11-14=-1609/639, 14-15=-878/2431, 8-18=-127/610, 10-18=-1521/646, 8-20— 1107/563, 6-20=-273/243 NOTES- 1) Unbalanced roof. live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. .II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 19-0-0, Exterior(2E) .19-0-0 to 21-0-0, Extedor(2R) 21-0-0 to 26-7-14, Intedor(1) 26 7-14 to 42-1-7 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 Joaquin Velez PE No.68182 will fit between the bottom chord and any other members. MiTek USA, Inc. FL Cart 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 6904 Parke East Blvd. Tampa FL 33810 2=827,12=833. Date: August 24,2021 ® 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 fog an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly:incorporate this design into the overall, building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing_ T Mi prevent _ is always, required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 ®k° . 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 - Grenadine JEM - Custom Classic T25126535 2890123-GHO-64MW A10 Roof Special 1 1 Job Reference (optional) tyuucers rtrstoource triani Lltry, rt.), riant Uny, rt-- 30001. :. �.��� y , ���, ,.,,,_ ......,,,, I D:rcJ P0140c?YPehxeU_io6xzNgS4-ghJym?R5wFkuHPcktQBBCOpUNIIg6461 neHcuSykxeS 2-0-0 1-9-8 -0- 5-1-3 7-8-14 13-1-0 18-8-0 0-3- 22-11-8 28-5-0 32-8-13 36-9-4 40-0-0 42-0-0 2-0-0 1-9.8 -3- 2-0-11 2=7-11 .. 5.4-2 5-5-8 4-3-14 4-0-7 3-2-12 Scale=1:84.3 8x10 = 6.00 12 6x8 = 7 8 5x6 = 9 6x8 i 33 6x8 6 5x8 %' 31 5 3x6 11 4 1OX12 i323 ST1.5x8 STP = 1 2 2 5x8 = 21 26 27 25 24 23 3x8 = 6x8 = .6x8 = 2x4: 11 2x4 1l 7x8 = 1-9-8 3-0-8, 5-1-3 . 7-8-14 13-1-0 34 4x6 10 3x4 Q 3x6 11 12 3x4 � LO 13 2x4 II._ 35 2x4 I 14 2X4 II o 19 15 c? I6 20 5x8 =. o 3x8 = 18 17 16 ST1.5x8 2x4 11 6x8.= 2x4 II 3x6 2-11-8 28-5-0 32-8-13 , 36-9-440-0-0 2-8-0 5=5.8 4-3-14 4-0-7 3-2-12 Plate Offsets (X Y)-- [2 0-4-2 0-5-81 19:0 3-0 02-OJ (19:0-5-12 U 3 4J (22:U-5-1 L U-3-41 I'L/:u-2-4 U-4-al LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) :I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.62 Vert(LL) -0.1919-20 >999 360 : MT20 244/190 TCDL 15.0 Lumber DOL ' 1.25 BC 0.82 Vert(CT) -0.46 19-20 >999 240 BCLL 0.0 * Rep Stress Incr. 1 YES WB 0.90 Horz(CT) . 0.25. 14 n/a n/a BCD.L 10.0 Code FBC2020[TP12014 Matrix-SH Wind(LL) 0.24 19-20 >999 240 Weight: 383Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc puffins. 5-7,1-5: 2x8 SP 240OF 2.OE, 7-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or.5-7-11 oc bracing. BOT CHORD 2x4 SP No.2 *Except WEBS 1 Row at. midpt 6-21,.10-20 2-26,6-23,10-18: 2x4 SP No.3, 2-27: 2x6 SP No.2 WEBS 2x4 SP No.3 'Except* 22-24,17-19: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E *Except* 15-28: 2x4 SP No.2, 29-30: 2x4 SP No.3 LBR SCAB 1-5 2x8 SP 240OF 2.OE both sides REACTIONS. (size)_ 14=0-8-0, 1=0-8-0 Max Horz 1=-407(LC 10) Max Uplift 14=-843(LC 12), 1=-636(LC 12) Max Grav 14=1951(LC 1), 1=1802(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-931/437, 2-3=-3037/1292, 3-4=-3444/1524; 4-6=-3268/1503, 6-7=-2436/1246, 7-8=-2268/1260, 8-9= 2261/1234, 9-10=-2606/1305; 10-12=-3379/1531, 12-13=-3112/1377, 13-14=-3217/1350 BOT CHORD 2-26=-474/1318, 25-26=-893/2407, 24-25=-895/2423, 6-22=-213/731, 21-22=-980/2939, 20-21=-658/2286; 19-20=-1079/2992, 10-19=-178/624, 16-17=-1069/2737, 14-16=-1069/2737,:2-27= 866/2557 WEBS 4-24=-691/312, 22-24=-1039/2953, 6-21=-1096/548, 7-21=-711/1441, 8-21=763/427, 9-20=-329/783, 10-20=-1043/548, 17-19=-991/2701, 12-19=-35/317, 12-17=-548/280,;' 3-27=-1005/414, 24-27=-187/643, 4-27=-127/447, 26-27=-2009/756 NOTES- 1) Attached 11-0-5 scab 1 to 5; both face(s) 2x8 SP 240OF 2.0E With 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except.: starting at 1-9-13 from end at joint 1, nail 2 row(s) at7" D.C. for4-10-9. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 74; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.' 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) 0-4-0 to 44-0, Interior(1) 4-4-0 to 18-8-0, Exterior(2E) 18-8-0 to 20-3-8, Interior(1) 20-3-8. to 22-11-8, Exterior(2R) 22-1.1-8 to 26-11-8, Interior(1) 26-11-8 to 42-1-7 zone; cantilever left and right exposed ;C-C for membersand forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific . to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) .` This truss has been designed for a live load of 20.Opsf on the.bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will tit between the bottom chord and any other members. Joaquin Velez PE No,68182 MiTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 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 " - - 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 ANSI/rpll 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 0ty Ply GHO - Grenadine JEM - Custom Classic T25 1265 35 2890123-GHO-64MW A10 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 Aug 23 14:15:45 2021 Page 2 ID:rcJ P0140c?YPehxeU_io6xzNgS4=ghJym?R5wFkuH PcktOBBCOpUNllg6461 neHcuSykxeS NOTES- 8) Bearing at joint(s):1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=843, 1=636. & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is basedonly upon parameters shown, and is for an individual building component, not a truss system. Before use, thebuilding 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 perrnanantbracing _ 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 ANSVTP11 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 - Grenadine JEM - Custom Classic T25126536 2890123-GHO-64MW All Roof Special 1 1 Job Reference (optional) Cuttoers nrslaource frtarn wry, mq, rlant ally, rL - JJ001, 0.9Ou 5 nuy lu —1 IVII 1 — Il luu uIUD, I—. IY nUy GO ,-. - ay.. I ID:rcJ P.0140c?YPehxeU_io6xzNgS4-IutLzLSjhYsluZBwQ7iQkDLbSi3RrZsAOH09QuykxeR 24-11-8 -2-0-0 6-2-0 12-10-4 18-8-0 1 -6- 22-3-e 2 1t o . ze-s-o 31 -2-12 40-0-0 az-o-0 2-0-0 6-2-46-B-0 5-9-12 -10. 2-9-8 -7- 2-0-8 . 3-5-8 5-9-12- Scale=1:77.6 I I m 0 5x6 = 6.00 12 6 3x6 = 4x6 = 5x6 = 3x6 5xl2 = 24-11-8 i. 6-2-4 12-10-4 18-8-0 1P-6-P 22-11 0 21-6-91 i 27-0-12 �11-5-0i 34-2-12 i _ 40-0-0 6-2-4 6-8-0 5-9-12 10. 3-5-0 .1-7-9 . 2-1-4 1-4-4 5-9-12 .. ... .. 0-4-15. Plate Offsets (X Y)-- [8:0-3-0,0-2-0], [10:0-3-0,Edge], [16:0-6-0,0-4-81, [18:0-2-4,0-3-8] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.29 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.68 17-18 >712 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) : 0.36. 12 n/a n/a BCDL 10.0 Code, FBC2020/fP12014 Matrix-SH Wind(LL) 0.36 17 >999 240 Weight:,281lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-0-1 oc purlins. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or.5-7-8 oc bracing. Except: BOT CHORD 2x4 SP.No.2 *Except* 10-0-0 oc bracing: 15-16, 18-20 16-18: 2x6 SP No.2, 24-25,9-15: 2x4 SP No.3 WEBS 1 Row at. midpt 7-18 WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 16 14-16,18-21: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 28-29,31-32: 2x4 SP No.3. REACTIONS. (size) 2=0-8-0, 12=0-8-0 .. Max Hort 2=425(LC 11) Max Uplift 2=-833(LC 12), 12==833(LC 12) Max Grav 2=1952(LC 1), 12=1951(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.. TOP CHORD 2-3=-3322/1399, 3-5= 2755/1280, 5-6= 2992/1367, 6-7=-2879/1384, 7-8=-3293/1525, 8-9=-3697/1634,9-11=-5224/2176,11-12=-3321/1403 BOT CHORD 223=-1056/3003, 21-23=-1056/3003, 17-18� 1080/3449, 16-17=-1643/4583, .9-16=-509/1465, 12-14=-1097/2847, 6-18=-938/2205 WEBS 3-23=0/258, 3-21=-615/296, 5-21=-710/294, 5-18=0/364, 8-17=-587/1452, 9-17=-1745/844, 14-16=-1189/3063, 11-16=-549/1744, 11-14=-1226/585, 7-17=-430/245, 7-18=-1477/769, 18-21=-854/2644 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77fi; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 18-8-0, Exterior(2E) 18-8-0 to 22-3-8, Interior(1) 2273-8 to 24-11-8, Exterior(2R) 24-11-8 to 28-11-8, Interior(1) 28-11-8 to 42-1-7 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 (jt=lb) 2=833, 12=833. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cell: 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 .® 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 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 ANSbTP11 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 - Grenadine JEM - Custom Classic T25126537 2890123-GHO-64MW Al2 Roof Special 1 1 Job Reference (optional) t3unaers mrstbource (mant l:ny, t-L), viant lilty, r-L-; Jbb/, a.you s „uy 10 LUL 1 ivil I uK uIUubulub' .11U. .— Muy GJ iY.,a.Yo cvc, ray. , I D:rcJ POI40c?YPehxeU_io6xzNgS4-FG?5O1 TzDA6T8sKJYYIupeQzsW oZJQbTTbVGVnykxeP -2-0-0 6-2-4 12-10-4 18-8-0 18-6i0 22-11-0 24-3-Q 26-11-11 9�0 33-7-12 40-0-0 , 42-0-0 i 2 6-8-0 5-9-12 0-10-0 3-5-0 1-4-82-8-0 -9- 5-10-12 6-4-4 ' 2-0-0 Scale=1:77.6 5x8 6.00 12 6 3x6 = 4x6 = 5x6 = 3x6 = 5x12 = . 12 8:0-2- �I9 3 m a 0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) -Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:74 Vert(LL:) -0.28, 17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC . 0.75 Vert(CT) . -0.65 17-18 >724 240 BCLL 0.0 *. Rep Stress Incr YES WB 0.98 Horz(CT) . 0.38: 12 n/a n/a - BCDL 10.0 Code FBC2020fTP12014 Matrix-SH Wind(LL) 0.35 17 >999 240 Weight: 280lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2=0 oc purlins. 6-7:, 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or-5-6-3 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 15-16, 18-20 16-18: 2x6 SP No.2, 24-25: 2x4 SP No.3 WEBS 1 Row at midpt 7-18 WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s); 16 14-16: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 28-29,31-32: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=425(LC 11) Max Uplift 2=-833(LC 12), 12=-833(LC 12) Max Grav 2=1952(LC 1), 12=1951(LC 1) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. . TOP CHORD 2-3=-3322/1393; 3-5= 2755/1299, 5-6=-2994/1405, 6-7=-2919/1360, 7-8=-4177/1920, 8-9=-4639/2231; 9-11=-4707/2066, 11-12=-3310/1461 ... BOT CHORD. 2-23=-1051/2999, 21-23=-1051/2999, 17-18=-1474/4193, 16-17=-1311/3774, 9-16=-333/390, 12-14=-1143/2834, 6-18=-897/2155 WEBS 3-23=0/258, 3-21=-615/297, 5-21=-710/292, 5-18=0/368, 7-17=-514/343, 14-16=-1231/3026, 11-16= 379/1296, 11-1.4=-1124/574, 18-21=-849/2642, 8-16=-836/1479, 8-17— 343/767, 7-18=-1979/997 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 18-8-0, Exterior(2R) 18-8-0 to 22-8-0, Interior(1) 22-8-0 to 26-11-8, Exterior(2R) 26-11-8 to 30-11-8, Interior(1) 30-11-8 to 42-1-7 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) 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 Qt=lb) 2=833, 12=833. Joaquin Velez PE No.66182 MiTek USA, Inc.. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the.building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual trussweb.and/or chord members only. Additional temporary and permanent bracing Meek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Gly Ply GHO - Grenadine JEM - Custom Classic T2512653B 2890123-GHO-64MW A13 Roof Special 1 1 Job Reference (optional) tjunaers mrstsource (rlant urty, t-L), - riani Glty, rL - 060b I, b.YJV 5 rluy 10 cuc r rvu r en uwwurns, urc. rwur r —y cJ w. ra.Ya LVL r rays , ID:rcJP0140c?YPehxeU_io6xzNgS4-jSZTcNUb_TEKIOvV6GG7Msz8yw612v7ciFFpl DykxeO 28-11-8 i -2-0-0 6-3-12 13-0-13 18-0-8 19-3-Q 22-11-0 28-3-8 i27-9-0i i 34-0-2 i 40-0-0 42-0-0 i 2-0-0 e- U 6-9-1 4-11-11 1.3-0 3-7-8 3-4-8 1.5-8 1-2-8 5-0-10 5-11-14 6.00 12 5x6 = 5x6 = 6 7 Scale = 1:77.6 0 3 �I0 0 3x4 = 4x6 = 1 b 3x6 = Bx12 = 3x4 II 5x6 = 3x6'= 28-11-8 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES : GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.71 Vert(LL) - -0.37 20-22 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL . 1.25 BC . 0.85 Vert(CT) -0.70 20-22 >674 240 BCLL 0.0 ' Rep Stress Incr. YES WB 0.83 Horz(CT) 0.22 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.29 17-18 >999 240 Weight: _269lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHOFID Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 5-5-5 oc bracing. Except: 8-19: 2x4 SP.No.3, 12-16;10-15: 2x4 SP No.2 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 5-20, 7-20, 7-18 14-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=-414(LC 10) Max Uplift 2=-835(LC 12), 12=-831(LC 12) Max Grev 2=2224(LC 17), 12=2221(LC 18)' FORCES. (lb) -Max. Comp./Max. Ten.; All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3732/1450, 3-5=-3465/1403, 5-6=-2432/1212, 6-7=-2138/1149, 7-8=-3402/1657, 8-9=-3358/1507, 9-10=-3444/1515, 10-11=-3833/1589, 11-12=-3762/1487 BOT CHORD 2-22=-1100/3504, 20-22=-812/2824, 8-18=-321/310, 17-18=-1273/3755, 12-14=-1171/3212;10-17=479/1409 WEBS 3-22=-403/310, 5-22=-156/785, 5-20=-897/484, 6-20=-415/909, 7-20=-593/260, 18-20=-488/2319, 7-18=-932/2111, 9-18=-1322/610, 11-14=-430/283, 9-17=-807/407, 14-17=-1117/3080, 11-17— 60/277 NOTES - I) 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=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-2-1-7:to 1-10-9, Interior(1) 1-10-9 to 18-0-8, Extedor(2E) 18-0-8 to 19-3-8, Extedor(2R) 19-3-8 to 23-3-8, Interior(1) 23-3-8 to 28-11-8, Extedor(2R) 28-11-8 to 32-11-8, Interior(1) 32-11-8 to 42-1-7 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) 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, with BCDL = 10.Opsf. Joaquin Velez PE No.68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cott 6634 2=835,12=831. 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 .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 MITeW connectors. This design is based only upon parameters shown, and is for an Individual building component, not . a truss system. Before use, lhe.building designer must verify the applicability of design parameters and propedy)ncorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO - Grenadine JEM - Custom Classic T25126539 2890123-GHO-64MW A14 ROOF SPECIAL 1 1 Job Reference (optional) nuijuers rrrsiaource trrant Uty, rL/, earn ldry, rL - oaaor, o.vuu s r+uy .o c— ' u i nn a iuuauiea, u,c. ry nuy — - r ayo , I D:rcJP0140c?YPehxeU_io6xzNgS4-frhEO2W sV5U2?K3uDhIbRH2TvjmbWo9v9Zkw56ykxeM 30-11-8 i -2-0-0 5-4-3 12-o-14 16-0-8 21-3-8 22-11-Q 27-9-0 28.3,8 35-8-8 40-0-0 , 42-0-0 , 2-0-0 5d-3 6-8-12 3-11.10 .5-3-0 1-7-8 4-10-0. 0-6-8 2-B-0 4-9-0 4-3-8 2-0-0 Scale=1:77.6 6.00 12 5x8 = 5x6 = 6 .32 33 7 0 2 �I ,o 3x6 = 3x4 = 4x6 = 7x8 = 4x6 = lb 5x12 = 3x6 = 8-1-4 16.0-8 21-3-8 $2-11-0 27-9-0 30-11-8 35-8=8 40-0-0 8-1-4 7-11-4 5-3.0 1-7-8 4.10-0 3-2-8 4-9-0 Plate Offsets (X Y)-- [6:0-6-0 0-2-8] [7:0-4-0 0-2-8] [9:0-6-0 0-2-0] [17:0-6-4 0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl - Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 081 Vert(LL) -0.31 22-24 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.60 22-24 >788 240' BCLL 0.0 ' Rep Stress Incr . YES WB :0.86 Horz(CT) 0.23 11 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-SH Wind(LL) 0.28 17-18 . >999 240 Weight: 272 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except` TOP CHORD 7-8: 2x6 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 2-23: 2x4 SP:No.1, 18-20: 2x4 SP No.3, 17-19: 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 *Except` 7-21,14-17,9-17: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 26-27,29-30: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2= 373(LC 10) Max Uplift 2=-836(LC 12), 11=-833(LC 12) Max Grav 2=2222(LC 17), 11=2219(LC 18) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 '(Ib) or less except when shown. TOP CHORD 2-3=-3772/1543, 3-5=-3512/1476, 5-6=-2659/1339, 6-7=-2787/1424, 7-8=-3178/1460, 8-9=-4580/2040, 9=10=-3398/1506, 10-11=-3782/1581 BOT CHORD 2-24= 1195/3517, 22-24=-920/2898, 18-19=-1709/4514, 17-18=-1746/4581, 13-14=-1273/3232, 11-13=-1273/3232, 8-17=-858/515 WEBS 3-24=-354/285, 5-24� 119/656, 5-22=-779/441, 6-22=-180/401, 7-19=-276/1011, 6-19=-2155/1009,.9-14=-986/391, 10-14=-351/213, 14-17— 1043/2962, 9-17=-1072/2762, 19-22=-568/2461, 6-19=-323/901 Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 15-17 1 Row at micipt 8-19 NOTES- 1). Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Intedor(1) 1-10-9 to 16-0-8, Exterior(2R) 16-0-8 to 20-0-8, Interior(1) 20-0-8 to 21-3-8, Exterior(2R) 21-3-8 to 25-3-8, Interior(1) 25-3-8 to 30-11-8, Extedor(2R) 30-11-8 to 34-11-8, Interior(1) 34-11-8 to 42-1-7 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 it 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=836, 11=833. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVI"Pll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO - Grenadine JEM - Custom Classic T25126540 2890123-GHO-64MW A15 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 Aug 23 14:15:52 2021 Page 1 ID:rcJP0140c7YPehxeU_io6xzNgS4-71 EcEOWUGOcvdUe4nOpq_Ubea77PFEN30DTUeYykxeL i -2-0-0 i 6-6-0 i 14-0-8 18-6-13 22-11-0 23-3-8 27-9-0 30-3-8 32-11-8 W-19 40-0-0 2-0-0 6-6-0 7-6-8 4-6-5 4-4-2 0-4-8 4-5-8 2-6-8 2-8-0 3-7-1 6.00 12 5x6 = 3x4 = 5x6 631, 32 7 6 Scale=1:77.6 3x6 = 8x12 = 6x8 = 8x12 = 3x6 = 4x4 11 32.11-B LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPl2014 CSI. TIC 0.82 BC 0.88 WB 0.93 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Udefl L/d -0.26 17-18 >999 360 -0.63 17-18 >753 240 0.23 13 n/a n/a 0.33 17-18 >999 240 PLATES GRIP MT20 244/190 Weight: 265Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP M 31, 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. Except: BOT CHORD 2x4 SP No.2 'Except` 10-0-0 oc bracing: 18-20 9-16: 2x4 SP No.3 WEBS 1 Row at midpt 3-21, 6-21, 18-21, 8-17 WEBS 2x4 SP No.3 *Except` 15-17: 2x4 SP No.2 OTHERS '2x4 SP No.2 *Except` 24-25,27-28: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Horz 2=-332(LC 10) Max Uplift 2=-834(LC 12), 13=-833(LC 12) Max Grav 2=1949(LC 1), 13=1951(LC 1) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3326/1518, 3-5=-2652/1313, 5-6=-2254/1288, 6-7=-2812/1501, 7-8=-2831/1507, 8-9=-4404/2272, 9-10=-4292/2083, 10-11=-2790/1439, 11-12=-3107/1511, 12-13=-3221/1594 BOT CHORD 2-22=-1166/2936, 21-22= 1166/2936, 17-18=-984/2786, 9-17=-358/330, 13-15=-1273/2739 WEBS 3-22=0/276, 3-21=-763/433, 5-21=-253/717, 6-21=-794/368, 18-21=-910/2432, 6-18=-90/416,15-17=-162613895,10-17=-344/234,10-15=-2184/1020,11-15=-455/1106, 8-18=-97/399, 8-17=-987/1807 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 14-0-8, Exterior(2R) 14-0-8 to 18-0-8, Interior(1) 18-0-8 to 23-3-8, Exterior(2R) 23-3-8 to 27-3-8, Interior(1) 27-3-8 to 32-11-8, Exterior(2R) 32-11-8 to 36-8-12, Interior(1) 36-8-12 to 42-1-7 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. Joaquin Velez PE No.68182 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA, Inc. FL Cert 6634 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 6904 Parke East Blvd. Tampa FL 33610 will fit between the bottom chord and any other members. Date: 8) Provide mechanical connection.(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=834, 13=833. August 24,2021 © 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 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 Oily Ply GHO - Grenadine JEM - Custom Classic T25126541 2890123-GHO-64MW A16 Roof Special 1 1 Job Reference o tional t7ullaers mrsmource tviam t ny, t-L), viani drily, rL - JJbb1, C.4JU s F1ug It) ZUZ I. MI I UK InIlus[nes, Inc. IvIun Aug eo 14: Ib:bY eue I rays I I D:rcJP0140c?YPehxeU_io6xzNgS4-3OMMf4Yko0scsnoTuprl3vgyvxoWj8lMsXyai RykxeJ 2-0-0 5-4-3 12-0-8 17-6-13 22-11-0 25-3.8 27-9-0 32-3-11 34-11-8 40-0-0 42-0-0 2-0-0 5.4-3 6.8-5 5.6-5 5-4-2 2-4-8 2-5-8 4-6-8 2-8-0 5-0-8 2-0-0 Scale = 1:76.2 5x8 = 3x4 = 5x6 = 4 31 32 5 33 6 7 3x6 = 4x6 = 3x4 = 6x8 = 3x4 II 7x8 = 4x4 = 3x6 = 22.11-0 5-4-3 6-8-5 5-6-5 ' 5-4-2 2-4-8 ' 2-5-8 4-6-8 2-8-0 5.0-8 Plate Offsets (X Y)-- [4:0-6-0 0-2-8] [7:0-3-0 0-2-0] {9:0-5-4 0-3-0] [10:0-3-0 0-2-0] [14:0-3-8 Edge] [16:0-4-0 0-3-4] [17:0-2-8,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) -0.27 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.64 16-17 >738 240 - BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(CT) 0.23 11 n/a . n/a - BCDL 10.0 Code FBC2020lfP12014 Matrix-SH Wind(LL) 0.35 16-17 >999 240 Weight: 255 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 6-18,8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 17-19,14-16: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 24-25,27-28: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=291(LC 11) Max Uplift 2=-838(LC 12), 11=-838(LC 12) Max Grav 2=1942(LC 1), 11=1942(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3330/1525, 3-4=-2787/1359, 4-5=-2822/1497, 5-6=-3322/1695, 6-7=-3337/1697, 7-8=-4346/2214, 8-9=-4314/2052, 9-10=-2859/1459, 10-11=-3264/1538 BOT CHORD 2-22= 1188/2915, 20-22=-1188/2915, 19-20=-858/2401, 6-17=-271/245, 16-17=-1151/3133, 8-16=-348/330, 13-14=-1747/4049, 11-13=-1191/2786 WEBS 340=-607/356, 4-20=-77/412, 4-19=-3IW732, 5-19=-922/485, 17-19— 1004/2743, 5-17=-277/726, 7-17=-223/572, 7-16=-840/1551, 14-16=-1722/3985, 9-16=-348/254, 9-14=-822/431, 9-13=-1698/859, 10-13=-527/1283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Intedor(1) 1-10-9 to 12-0-8, Exterior(2R) 12-0-8 to 16-0-8, Interior(1) 16-0-8 to 25-3-8, Exterior(2R) 25-3-8 to 29-3-8, Interior(1) 29-3-8 to 34-11-8, Exterior(2R) 34-11-8 to 38-11-8; Interior(1) 38-11-8 to 42-1-7 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 (jt=lb) 2=838,11=838. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 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 properlyincorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUrpll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,-2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610: Job Truss Truss Type City Ply GHO - Grenadine JEM - Custom Classic T25126542 2890123-GHO-64MW A17 Roof Special 1 1 Job Reference o tional Builders PlrstSOUrce (Plant City, FQ, Plant Cry, FL - 3356/, 8.43U S,AUg 16 2UZ4 MI 1 eK Industries, Inc. Mon Aug 23 14:l5:56 ZUZI , rage 1 3.6-13 ' 2-8-0 ' 3-2-0 ' 2-0-0 Scale = 1:79.2 5x8 = 3x4 = 3x6 = 5x6 = 6.00 12 4 3435 36 5 6 737 8 9 3x4 3x4 i 33 10 38 7x8 = 5x6 = � 3 11 12 19 32 39 4x6 2 13 m 0 19 4014 .M.Io. .. 1 0 7x8 = 5x12 = o 25 24 23 22 21 18 17 16 15 3x6 = 4x6 = 3x4 = 7x8 = 3x4 I I 7x10 = 4x4 = ST1.5x8 STP = ST1.5x8 STP = 4-5-5 10-2-13 11-2 0 17-0-7 22-11-0 27-9-0 30-7-3 34-2-0 36-10-0 40-0-0 4-5-5 5.9-8 . 0-11- 5-10-7 5-10-9 4-10-0 2-10-3 2-8.0 -5-4.0-2-81. r8:0-3-0.0-2-01. f11:0-5-4.Edael, r12:0-3-0.0-2-01, rl3:0-3-14,0-1-131, r19:0-5-8,0-3-41, f20:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1:00 Vert(LL) -0.31 19-20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.72 19-20 >659 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.22 13 n/a n/a BCDL 10.0 Code FBC2020lfP12014 Matrix-SH Wind(LL) 0.4019-20 .>999 240 Weight: 259lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-21,9-18: 2x4 SP No.3, 13-18: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except` 20-22,17-19: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Horz 2=-257(LC 10) Max Uplift 2=-838(LC 12), 13=-838(LC 12) Max Grev 2=1942(LC 1), 13=1942(LC 1) FORCES. (16) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD " 2-3= 3313/1512, 3-4=-2923/1386,:4-5=-3335/1671, 5-7= 4066/1967, 7-8=-4097/1980, 8-9=-4225/2056, 9-10=-4306/2016, 10-11=-4137/1941, 11-12=-2922/1378, 12-13=-3240/1459 BOT CHORD 2-25=-1182/2878, 23-25=-1182/2878, 22-23=-910/2517, 7-20=-345/276, 19-20=-1343/3603, 16-17=-2178/5074, 15-16=-2169/5065, 13-15=-1143/2796 WEBS 3-23=-438/289, 4-23=-49/371, 4-22=-490/1133, 5-22=-1113/590, 20-22— 1184/3174, 5-20=-373/931, 8-20=-314/691, 8-19=-603/1193,11-15=2514/1244,12-15=-554/1347, 10-17=-470%212,17-19=-1474/3651,11-17=-1525/733 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;:B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-7-0, Exterior(2R) 10-7-0 to 14-7-0, Interior(1) 14-7-0 to 27-2-0, Exterior(2R) 27-2-0 to 31-2-0, Interior(1),31-2-0 to 36-10-0, Exterior(2R) 36-10-0 to 40-10-0, Intedor(1) 40-10-0 to 42-1-7 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 Qt=lb) 2=838, 13=838. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 A WARNING - Verify 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 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 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 - Grenadine JEM - Custom Classic T25126543 2890123-GHO-64MW A18 ROOF SPECIAL GIRDER 1 2 Job Reference (optional) I5uncers rirsmource triam Uly, ruj; rianl ury, M - J3001, 0.40U 5 AUg 10 ZUZ 1 IVII I ex III1JUSEIM5, II Iu. w1U11 AUy ZJ 19: 10:ao LUG 1 raye I ID:rcJ P0140c?YPehxeU_io6xzNgS4-yBctUSbFsEN2LP5E7fwEDlnnyY9Rf?4xn9worCykxeF -2-0-0 4-3-15 -4- 10-8-0 12.4-0 16-3-5 22-11-0 27-9-0 2 •4 0 31-3-0 35-4-0 38-0-0 40-0-0 42-0-0 2.0-0 4-3-15 -0- 5-4-0 t-B7 3-11-5 6-7-11 4-10-0 0-7- 2-10-15 4.1-1 2-8-0 2-0-0 2-0-0 3x6 = 3x6 = 5x8 G 5x6 5 6 3x8 = 3x6 = 3x6 = 3x8 = 5x6 = 6x8 5xB = 3x8 = .. ST1.5x8 STIR = 10-8-0 4-3-15 B•2-11 0.1 12-4-0 16-35 22-11-0 27-9-0 V o T110 152:2 40-0-0 4-3-15 3-10-12 10 1-8-0 3-11-5 6-7-11 4-10-0 3-654-1-1 210 Scale = 1:79.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.21 21-22 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.48 21-22 >9B4 240 BCLL 0.0 Rep Stress Incr. NO WB 0.72 Horz(CT) 6.14' 14 n/a n/a BCDL, 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.28 21-22 >999 240 Weight: 499lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-23,10-19: 2x4 SP No.3, 21-22: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-8-0 Max Horz 2=-262(LC 6) Max Uplift 2=-842(LC 8), 14=-940(LC 8) Max Grav 2=1941(LC 1), 14=1999(LC 37) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-6 cc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-8-9, oc bracing: 17-18. 10-0-0 oc bracing: 19-21 FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3261/1123, 3-4=-3010/1141, 4-6= 2527/1053, 6-7=-2676/1092, 7-9=-4805/1844, 9-10=-4846/1855, 10-11=4500/1677, 11-12= 4230/1597, 12-13=-5802/2207, 13-14=-3125/1130 BOT CHORD 2-27=-819/2815, 25-27=-819/2815, 24-25=-1152/3707, 23-24— 110/357, 9-22=-420/267, 21-22=-1229/4064, 10-21=-408/1273, 17-18=-2151/5984, 16-17=-809/2605; 14-16=-805/2577 WEBS 7-25= 1326/462, 7-24=-430/256, 22-24=-1057/3396, 7-22=413/1266, 10-22=-396/929, 11-18=-5B2/261, 12-18=-2444/946, 12-.17=-1488/628, 13-17=-1419/3660, 13-16=-94/280, 18-21=-1231 /3785, 11-21— 73/333, 4-25=-230/877 NOTES- 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 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;'B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. Joaquin Velez PE No.68182 7) All plates are 2x4 MT20 unless otherwise indicated. MiTek USA, Inc. FL Cart 6634 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd. Tampa FL 33610 9) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Date: will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) August 24,2021 2=842. 14=940. © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIIFP/1 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 - Grenadine JEM -Custom Classic . I T25126543 2890123-GHO-64MW A18 ROOF SPECIAL GIRDER 1 2 Job Reference o tional nuucers ri siaource triani uty, raj, riant Ugly, rL-1,5oor, o.vau s rau9 ro cuc r rvn r uK inuustnes, [flu. rvwr l�uy co l4. ra:oo cuc r rayn c I D:rcJ P0140c?YPehxe U_i o6xzN gS 4-yBctUSb Fs EN2LP5 E7fwEDI rrnyY9Rf?4xn9worCykxe F NOTES- 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 166 lb up at 38-0-0 on top chord, and 214 lb down and 169 lb up at 37-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-6=-70, 6-10=-70, 10-12= 70, 12-13=-70, 13-15=-70, 2-23= 20, 21-22= 20, 19-20=-20, 14-19= 20 Concentrated Loads (lb) Vert: 16=84(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEI< 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 ANSUTPII Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oily Ply GHO - Grenadine JEM - Custom Classic T25126544 2890123-GHO-64MW B1 Roof Special 1 1 Job Reference (optional) Builders rlrstSOUrce (Plant tiny, FL), Plant City, FL - unbit, 8.43u S Aug 1 ti zuzi: MI I eK InDUStneS, Inc. Mon Aug z3 14n Xi i 2021 rage 1 ID:rcJ P0140c7YPehxeU_io6xzNgS4-4hunDul PoEOCOPbkOufH FVtdnaaCsQsmga—pyykxe2 -4-13 11-0-0 16.5-0 19-4-0 25-4-0 28-5-0 30-4-0 2-0-0 5-4-13 5-7-3 5-5-0 2.11-0 6-0-0 3-1-0 1 Scale = 1:56.6 4x8 = 4x8 = 4 25 26 5 27 6 w 0 W m 0 N 70 10 4x4 = V�� 5x8 = 3x6 [I 3-1 LOADING (pso TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL . 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.95 BC 0.97 WB .0.78 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) ,Udefl Ud -0.18 13-14 >999 360 -0.43 13-14 >830 240 . 0.18 9 n/a n/a 0.24 13-14 >999 240 PLATES GRIP MT20 244/190 Weight: 185lb 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 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 5-16,10-12: 2x4 SP No. WEBS 1 Row at midpt 7-14 WEBS 2x4 SP No.3 *Except* 8-13: 2x4 SP No2 OTHERS 2x4 SP No.2 *Except* 21-22: 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=221(LC 12) Max Uplift 9=-499(LC 12), 2=-682(LC 12) Max Grav 9=1336(LC 1), 2=1522(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2429/1139, 3-4=-1948/1002, 4-5=-2178/1229, 5-6=-2179/1229, 6-7=-2389/1194, 7-8=-3421/1633, 9-11=-1299/622, 8-11=-1249/615 BOT CHORD 2-19=-1108/2095, 17-19=-1108/2095, 5-15=-307/223, 14-15=-979/2072, 13-14=-1691/3518 WEBS 3-17=-535/320, 15-17=-791/1567, 4-15=-357/737, 7-13=-1038/618, 8-13=-1650/3442, 6-14=-163/552, 6-15=-148/322, 7-14=-1509/776 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 11-0-0, Extedor(2R) 11-0-0 to 15-0-0, Intedor(1) 15-0-0 to 19-4-0, Exterior(2R) 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 30-2-4 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. 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. Joaquin Velez PE No.68182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cert 6634 9=499, 2=682. 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7rPll 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 - Grenadine JEM - Custom Classic T25126545 2890123-GHO-64MW B2 Hip 1 1 Job Reference (optional) CUllaers rlrsibource triani uiy, rL/, rlam udiy, rL - 4J001, - 0.9JU 5 Aug 10 ZUe I IVII I UK UIUMSMe5, Inc. Iv1Un Auy cJ 19; 1 U: 14 LUL 1 raye 1 I D:rcJP0140c?YPehxeU_io6xzNgS4-YuSAQEm1 ZY830YAwybAW oiQi UB7ixP7??KKXLOykxel -2-0-0 4-6-10 9-0-0 15-10-0 11 -4-0 25-9-6 30-4-0 2-0-0 4.6-10 4-5-6 6-10.0 5.6=0 4-5-6 4-6-10 r? 2x4 0 4x4 = 9-0-0 4x8 = 3x4 = 4x4 = 4 18 19 5 20 6 3x4 = ST1.5x8 STP = 3x8 = 3x4 = 6x8 5.6-0 Scale = 1:58.0 STP = 3x6 Plate Offsets (X Y)-- [4:0-5-4 0-2-01[8:0-2-9 0-1-81 [10:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.88 Vrirt(LL) 0.49 8-9 >344 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.26 8-9 >646 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(CT) 0.02 8 n/a n/a . BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:. 156 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-11: 2x4 SP No.i WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 14-15: 2x4 SP No.3" REACTIONS.. (size) 8=0-8-0, 2=0-8-0, 10=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-4 oc bracing. WEBS 1 Row at midpt 4-10,.5-9 . Max Horz 2=216(LC 11) Max Uplift 8=-425(LC 12), 2=-375(LC 12), 10= 921(LID 12) Max Grav 8=511(LC 22), 2=782(LC 17), 10=1610(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-836/251, 3-4= 505/120, 4-5=*279/390, 5-6=-255/776, &7=-373/806, 7-8=-734/1102 BOT CHORD 2-12=-151/807, 10-12=0/473, 9-10=-390/557, 8-9=-962/617 WEBS 3-12=-380/329, 4-12=-36/414, 4-10= 892/494, 5-1 0=-1 013/1238, 5-9=-13511785, 7-9=-417/526 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Eric]., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 21-4-0, Exterior(2R) 21-4-0 to 26-11-14,'Interior(1) 26-11-14 to 30-0-0 zone; cantilever left and right exposed porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 8=425, 2=375, 10=921. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203.Waldod, MD 20601 Tampa, FL 36610• Job Truss Truss Type Qty Ply GHO - Grenadine JEM - Custom Classic T25126546 2890123-GHO-64MW B3 Hip Girder 1 1 Job Reference (optional) t3wiciers mrstJource (darn Gny, rL), riant Carty, rL - 4dbb/, b.4Ju s Hug i b 2UL1 nm I eK InousIDes, Inc. Mon Hug zo i 4:i b:i4 euei rage i -2-0-0 , 3-4-3 7-0-0 4x4 = 3x4 = 3x4 3x4 = 4x4 = 4 21 522 23 24 6 7 25 8 26 9 3x8 i 3x4 = ST1.5x8 STP = 3x4 = 46 = Bx12 = ST1.5x8 STP 11-5-9 Scale = 1:56.3 STP = 3x8 LOADING (pso 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) 0.14 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.15 2-17 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix-SH Weight:181 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc pudins. BOT CHORD . 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or. 6-4-3 oc bracing. WEBS 2x4 SP No.3 "Except" 6-14: 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 2=0-8-0, 14=0-8-0 .Max Horz 2=174(LC 24) Max Uplift 11=-823(LC 8), 2=-832(LC 8), 14=-1500(LC 8) Max Grav 11=1086(LC 1), 2=1501(LC 29), 14=2786(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2335/1157, 3-4=-2088/1076, 4-5=-1850/1011, 5-6= 407/384, 6-8=-407/384, 8-9— 151611184, 9-10=-172211269, 10-11=-1997/1418 BOT CHORD 2-17=-978/2114, 16-17=-879/1898, 14-16=-879/1898, 13-14=-1018/1487, 12-13— 1018/1487,,11-12=-1218/1717 WEBS 3-17=-341/251, 4-17=-118/505, 5-16=-27/504, 5-14=-1843/802,,6-14— 690/486, 8-14= 1443/1022, 8-13=-253/428, 9-12=-293/466, 10-12= 360/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; porch 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) 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 Qt=lb) 11=823, 2=832, 14=1500. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 388 lb down and 339 Ib up at 7-0-0, 210 lb down and 177 lb up at 9-0-12, 210 lb down and 177 lb up at 11-0-12, 210 lb down and 177 lb up at 13-0-12, 210 lb Joaquin Velez PE No.68182 down and 177 lb up at 15-0-12, 210 lb down and 177 lb up at 15-3-4, 210 lb down and 177 Ito up at 17-34, 210 lb down and 177 lb MiTek USA, Inc. FL Cart 6634 up at 19-3-4, and 210 lb down and 177 lb up at 21-3-4, and 388 lb down and 339 lb up at 23-4-0 on top chord, and 410 lb down 6904Parke East Blvd. Tampa FL 33610 and 291 lb up at 7-0-0, 82 lb down at 9-0-12, 82 lb down at 11-0-12, 82 lb down at 13-0-12, 82 lb down at 15-0-12, 82 lb down at Date: 15-34, 106 lb down at 17-34, 106 lb down at 19-3-4, and 106 lb down at 21-34, and.503 lb down and 236 lb up at 23-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. August 24,2021 10) In the LOAD CASE(S) section. loads aoDlied to the face of the truss are noted as front (F) or back (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 for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properlyincorporate this design into the overall_ building design. Bracing Indicated is to prevent buckling of Individual truss web 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 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 - Grenadine JEM -Custom Classic T25126546 2890123-GHO-64MW B3 Hip Girder 1 1 Job Reference (optional) tlUllrlers Flrstbource tFiam Glty, t-L), darn Glty, t-L - 33S6/, UAJU S Aug It) ZUZI MI I eK InouStnes, Inc. man Aug ZJ t 4: i O: 14 ZUZ t rage Z I D: rcJ P0140c?YPehxeU_io 6xzNgS4-UGZwrwnH59OnFsKJ30 C_t7VQq?i LPAm I Sepe PHykxe? LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-9=-70, 9-11=-70, 2-11=-20 Concenirated.Loads (lb) Vert: 4=-1 75(F) 7=-123(F) 9=-175(F) 17=-315(F) 12=-315(F) 21=-123(F)22— 123(F) 23=-123(F) 24=-246(F) 25=-123(F) 26=-123(F) 27=-52(F) 28=-52(F)29=-52(F) 30=-104(F) 31=-52(F) 32=-52(F) 33=-52(F) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, thepuilding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or. chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSUTPI1 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 - Grenadine JEM - Custom Classic T25126547 2890123-GHO-64MW C1 Hip Girder 1 1 ' Job Reference (optional) idudoers rlrstaource (mart t;ny, rL), rtant uty, rL - 33bbf, b.43u s Aug lb zun ml I eK mausmes, Inc. Mon Aug z3 14:lbab zuzl rage 1 ID:rcJ POI40c?YPehxeU_io6xzNgS4-yT713GovsTWetOvVdjkDQL2YEOz_8poRhlYByjykxe_ -2-0-0 3-6-0 7-0-0 10-8-0 14-4-0 17-10.0 21-4-0 23-4-0 2-0-0 3-6-0 3-6-0 3.8-0 3-6-0 3-6-0 2-0-0 4x4 = 4 2x4 6 Scale=1:46.4 2x4 11 m -7 0 7-0.0 10-B-0 14-4-0 17-10-0 21-4-0 3-6-0 3-6-0 3-8-0 3-8-0 3-6-0 3-6-0 Plate Offsets (X Y)-- [2:0-1-8 Edge] [3:0-5-4 0-2-0] [6:0-5-40-2-0] [7:0-1-8 Edge] [11:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (loc) Vdefl Ud PLATES, GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.09 2-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC - 0.94 Vert(CT) -0.23 2-11 >999 240 BCLL 0.0 `. Rep Stress Incr NO WB 0.24 Horz(CT) 0.08:. 7 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix-SH Wind(LL) 0.13 2-11 >999 240 Weight: 124lb FT=20%o LUIMBER- TOP CHORD. 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-10-12 oc bracing. JOINTS 1 Brace at Jt(s): 5 Max Horz 2=-262(LC 6) Max Uplift 2=-915(LC 8), 7=-910(LC 8) . . . Max Grav 2=1763(LC 29), 7=1754(LC 30) FORCES. (lb) - Max. Comp.lMax. Ten. - All forces 250 (lb)'or less except when shown. TOP CHORD 2-3=-2810/1298, 3-4=-952/446, 3-5=-1391/729, 5-6=-1391/729, 4-6=-952/446, 6-7=-2812/1295 BOT CHORD 2-1.1=-944/2557, 10-11=-946/2563, 9-10=-937/2434, 7-9=-941/2446 WEBS 3-11=-2141692, 3-10=-425/279, 5-10=-284/613, 8-10=-398/266, 6-9=-206/617, 4-5=-302/668 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ff; L=401t; eave=5ft; 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 at=lb) 2=915, 7=910. 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) 388 lb down and 364 lb up at 7-3-9, and 388 lb down and 364 lb up at 14-0-7 on top chord, and 410 lb down and 291 lb up at 7-0-0, 82 lb down at 970-12, 82 lb down at 10-8-0, and 82 lb down at 12-3-4, and 410 lb down and 291 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility, of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO - Grenadine JEM - Custom Classic T25126547 2890123-GHO-64MW C1 Hip Girder 1 1 Job Reference (optional) builders rlrstl0urce trlant Luny, t-L-J, Ylam Litry, rL - :3:5bbf, LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 6-8=-70, 2-7=-20 Concentrated Loads (lb) Vert:3=-175(B) 6=-175(B)10=-52(B) 9= 315(B) 18=-315(B) 19=-52(B) 20=-52(B) b.4:SU S Aug 7 b zue i MI I eK InOUstnes, inc. rviun mug eo r 4: I o: r o euz I rage z ID:rcJP0140c?YPehxeU_io6xzNgS4-yT713GovsTW etOvVdjkDQL2YEOz_8poRhlYByjykxe_ ,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 ANSYTPII 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 - Grenadine JEM - Custom Classic T25126548 2890123-GHO-64MW C2 Common 6 1 Job Reference (optional) ouuaers rtrstaource triant L111y, I-L), riant L'1ty, rL - 03001, 0.4aU s Hug 10 zuz r nnr r eK inoustnes, inc. rvron Hug zo 14: r o:zz eue r rays r I D:rcJP0140c?YPehxeU_io6xzNgS4-Fp2yXfulCcOeD5xrXhMsCprpoDSsH?UTI ul3gpykxdt -2-0.0 5-4-0 10-8-0 16-0-0 21-4-0 _ _ _ 23-4-0 2-0-0 5-4-0 5-4-0 5-4-0 5-4-0 2-0-0 4x4 = 4 21-4-0 Scale=1:41.2 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC . 0.64 BC 0.54 WB .0.18 Matrix-SH DEFL. in Vert(LL) -0.07 Vert(CT) -0.15 Horz(CT) 0.04 Wind(LL) 0.07 (loc) Udefl Ud 6-8 >999 360 6-8 >999 240 6 n/a n/a 8-9 >999 240 PLATES : GRIP MT20 244/190 Weight: 110lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 11-12,14-15: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-262(LC 10) Max Uplift 2=-524(LC 12), 6=-524(LC 12) Max Grav 2=1102(LC 1), 6=1102(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - AII'forces 250 (lb) or less except when shown. TOP CHORD2-3=-1531/815, 3-4=-1303/763, 4-5=-1303/763, 5-6=-1531/815 BOT CHORD 2-9=-522/1376, 8-9=-216/890, 6-8=-564/1277 WEBS 4-8=-237/485, 5-8=-371/353, 4-9= 237/485, 3-9=7370/353 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., 60pi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Extedor(2R) 10-8-0 to 14-8-0, Interior(1) 14-8-0 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.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=52416=524. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is 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 ANS11P/1 Quality Criteria, DSB-09 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 - Grenadine JEM - Custom Classic T25126549 2890123-GHO-64MW C3 Common 1 1 Job Reference (optional) tnutaers rirstoource triam'Illy, rLt, riant city, rL - 00001, 2-0-0 1 5-1-4 m A 2x4 6 1 10-8-0 C.43U s Aug t o zun Mr r eK maustnes, Inc. wron-mug za I4: 1 O:Z4 zue I rage i I D:rcJ P0140c?YPehxeU_io6xzNgS4-SBAiyLvYkEeMS05Ef6OKH Ew9l l3SIrhmICEAlhykxdr 5-6-12 5-6-12 4x6 = 4 21-4-0 5-1 Scale = 1:40.4 :4= m Io LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.18 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL . 1.25 BC 0.76 Vert(CT) -0.41 6-7 >607 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code. FBC2020/fP12014 Matrix-SH Wind(LL) 0.09 6-7 >999 240 Weight: 101lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-3-12 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=250(LC 11) Max Uplift 6=-335(LC 12),.E=-537(LC 12) Max Gram 6=920(LC 1), 2=1112(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD2-3=-1541/894, 3-4=-1138/648, 4-5=-1141/667, 5-6=-1557/922 BOT CHORD 2-7=-704/1368, 6-7=-719/1339 WEBS 4-7=-240/628, 5-7=-533/471; 3-7=-486/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2R) 10-8-0 to 14-8-0, Interior(1) 14-8-0 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=335, 2=537. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 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 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 - Grenadine JEM - Custom Classic T25126550 2890123-GHO-64MW C4 Roof Special 1 1 Job Reference (optional) t3unaers rlrsmource triam GRy, t-L), : rlam Lmy, rL - JJ00f, t5.4JU s Aug 1 U ZUZI MI I eK Inausines, Inc. Man Hug ZJ 14:1 o:Zo ZUZ I rage 1 I D: rcJ P0140c7YPehxeU_io6xzNgS4-8a1 S NOxpG ru4ii EcmXQoMf7UngmQDhZ3D W j Hpaykxdp -2-0-0 4-9-8 10-8-0 15-5-3 19-8-0 21-4-0 2,0-0 4-9=8 5-10-8 4-9-3 4-2-13 1-8-0 4x4 = 4 3x4 Scale = 1:42.2 P= 5x8 = 3x6 11 1N 4-9-8 10-8-0 19-8-0 21-4-0 4-9-8 5-10-8 9-0-0 1-8-0 Plate Offsets Offsets (X�-- [2:0-2-10 0-1-81-- [2:0-2-10 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) . -0.16 9-10 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.35' 9-10 >706 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix-SH Wind(LL) 0.07 9-10 >999 240 LUIMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 14-15: 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=230(LC 11) Max Uplift 8=-339(LC 12), 2=-539(LC 12) Max Grav 8=928(LC 1), 2=1120(LC 1) BRACING- TOPCHORD BOT CHORD FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1607/849, 3-4=-1143/659, 4-5=-1127/688, 5-6=-1791/876, 6-7=-1421/635, 7-8=-958/423 BOT CHORD 2-12=-74911412, 10-12=-749/1412, 9-10=-721/1315 WEBS 3-10— 539/388, 4-10=-275/602, 5-10=-5191422, 5-9=-1/498, 6-9=-933/534, 7-9=-701/1631' PLATES GRIP MT20 244/190 Weight: 114lb FT=20% Structural wood sheathing directly applied or 4-2-0 oc pudins, except end verticals. Rigid ceiling directly applied or 6-8-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this.design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft;. eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2R) 10-8-0 to 14-8-0, Interior(1) 14-8-0 to 21-2-4 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=339, 2=539. . Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 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 propedy.incorporate this design into the overall . building design. Bracing Indicated is to prevent buckling of individual truss web,and/or chord members only. Additional temporary and permanent bracing M!Tek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 - Grenadine JEM - Custom Classic T25126551 2890123-GHO-64MW C5 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 Aug 23 14:16:27 2021 Page 1 ID:rcJP0140c?YPehxeU_jo6xzNgS4-crosraMxR191xJsppKFxlvtYdwEBZy6_CRASgMOykxdo 2-0-0 4-9-8 10-8.0 17-11-0 21-40 2-0-0 4-9-8 5-10-8 7-3-0 3-5.0 co A 2x4 6 3x4 i 4x6 = 17-11-0 Scale = 1:42.3 6x8 P= 6 N LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES 'Code FBC2020/TPI2014 CSI. TC 0.74 BC 0.63 WB 0.74 Matrix-SH DEFL. in Vert(LL) -0.08 Vert(CT) -0.20 Horz(CT) 0.05 Wind(LL) 0.07 (loc) Vdefl Ud 8-9 >999 360 8-9 >999 240 7 n/a n/a 8-9 >999 240 PLATES GRIP MT20 244/190 Weight: 114lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-3-3 cc purlins, 4-5: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 673-8 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except' 13-14: 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Horz 2=211(LC 11) Max Uplift 7=-342(LC 12), 2=-536(LC 12) Max Grav 7=928(LC 1), 2=1120(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1605/835, 3-4=-1144/665,,4-5=-1165/659 BOT CHORD 2-11=491/1405, 9-11=-791/1405, 8-9=-859/1547, 7-8=-853/1556 WEBS 3-9=-536/359, 4-9� 175/544, 5-9=-681/430, 5-7= 1741/952 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=401t; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9,'Intedor(1) 1-10-9 to 10-870, Extedor(2R) 10-8-0 to 14-8-0, Interior(1) 14-8-0 to 21-2-4 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 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) 7=34212=536. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web_and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSh7pl1 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 - Grenadine JEM - Custom Classic T25126552 2890123-GHO-64MW C6 Roof Special 1 1 Job Reference (optional) Builders FlrstSource (Plant city, FL), Plant city, FL - 3356t, 8.43U s_Aug 1b ZUZI MI I eK InausineS, Inc. Mon Aug Z3 14:1b:Zb zuzi rage 1 ID:rcJ POI40c?YPehxeU_io6xzNgS4-4zQDniy3oS9ox00?uyTG R44oMeRdhVZMggCNuTykxdn -2-0-0 5-4-0 10-8-0 15-91-0 _�_ 23.0-0 2,0-0 5-4-0 5-4-0 5-3-0 7-1-0 Scale=1:44.9 46 = 2x4 6 3x4 1 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC - 0.76 Vert(LL) -0.21 8-10 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.41 8-10 >663 240 BCLL 0.0 Rep Stress Incr YES WB '0.97 : Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.13 8-10 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 5-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Horz 2=232(LC 12) Max Uplift 7=-376(LC 12), 2=-558(LC 12) Max Grav 7=1097(LC 17), 2=1352(LC 17) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1959/891, 3-4=-1743/841, 4-5=-2395/1203, 5-6=-1992/937, 6-7=-997/564 BOT CHORD 2-10=-896/1771, 8-10=-570/1194 WEBS 3-10=-352/343, 4-10=-207/685, 4-8=-620/1384, 5-8=-1459/877, 6-8=-965/2071 3x6 11 PLATES GRIP MT20 244/190 Weight: 121 lb FT = 20% Structural wood sheathing directly applied or 2-8-10 cc purlins, except end verticals. Rigid ceiling directly applied or 6-2-8 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2R) 10-8-0 to 14-8-0, Interior(1) 14-8-0 to 22-10-4 zone; cantilever left and right exposed ;C-C'for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members; with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=37612=558. Joaquin Velez PE No.68182 Mi rek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 ANSh7p/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 - Grenadine JEM - Custom Classic T25126553 2890123-GHO-64MW C7 Roof Special 1 1 Job Reference (optional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, co 2x4 6 8.430 s Aug 16 2021 MiTek Industries, Inc. Man 5x6 = 3x6 = 3x4 = 5x8 =4x8 = 11 10. 9_ 4x8 = 23 14:16:32 2021 Page 1 W W FsvdPtybSAbl Eykxdj 17-4-0 7-0-0 Scale = 1:69.4 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.62 BC 0.56 WB 0.63 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in .(loc) Udefl Ud -0.06 2-14 >999 360 -0.16 13-14 >999 240 0.02 11 n/a n/a 0.09 13-14 >999 . 240 PLATES GRIP MT20 244/190 Weight: 216lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc pudins. 5-7:.2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP No.2 *Except` WEBS 1 Row at micipt 6-13 2-12: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-0-0 except Qt=length) 2=0-8-0. (lb) - Max Harz 2=248(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 8 except 2— 522(LC 12), 11=-591(LC 12), 9=-249(LC 12) Max Grav All reactions 250 Ito or less at joint(s) 8, 8 except 2=1069(LC 1), 11=1624(LC 1), 11=1624(LC 1), 9=663(LC 22) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1466/694, 3-4=-1237/648, 4-5— 1237/717,,5-6=-1017/562, 7-8=-125/369 BOT CHORD 2-14=-557/1318, 13-14=-249/821, 11-13=-508/326, 9-11= 508/325, 8-9==259/217 WEBS 3-14=-372/323, 4-14=-197/502, 4-13= 293/501, 5-13=-882/562, 6-13=-736/1661, 6-11=-1457/807, 6-9=-136/317, 7-9=-571/420 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extehor(2E)-2-1-7-to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Extedor(2E) 10-8-0 to 14-4-0, Intedor(1) 14-4-0 to 30-4-0, Extedor(2R) 30-4-0 to 34-4-0, Interior(1) 34-4-0 to 37-2-4 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 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) 8 except (jt=lb) 2=522, 11=591, 9=249. 0 m co Iv 6 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not Wit 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 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. Waldori, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO - Grenadine JEM - Custom Classic T25126554 2890123-GHO-64MW CJ2 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 Aug 23 14:16:34 2021 Page 1 ID:rcJ P0140c?YPehxeU_io6xzNgS4-v7nU211 gNlvxfxs9EDZghLKg63ZV5RoE2lfi66ykxdh -2-9-15 2-9-3 2-9-15 2-9-3 0 0 3x6 11 Scale=1:15.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.03 3-5 >930 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.02 6 >375 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Horz(CT) -0.08 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 181b FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc pudins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings Mechanical except at=length) 3=0-10-15, 7=0-1-8. (lb) - Max Horz 3=103(LC 8) Max Uplift All uplift 100 Ito or less at joints) 4 except 3=-440(LC 17), 5=-141(LC 17), 7=-563(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 4, 5 except 3=532(LC 24), 7=669(LC 1) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=-637/530 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; 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 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=1b) 3=44015=141, 7=563. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 167 lb up at 1-6-1, and 210 lb down and 167 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 3-5=-20, 1-6==20 Concentrated Loads (lb) Vert: 8=162(F=81, B=81) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 ® 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 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 ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute,2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO - Grenadine JEM - Custom Classic T25126555 2890123-GHO-64MW CJ5 Diagonal Hip Girder 1 Y Job Reference (optional) duuapis i-irstbouree (many taty, t-L), riani clry, VL - Jsou/, o.vJU smug 10 eve I rvn I en Inuusulea, ulU. Ivwn r ug co Iw. 1 VaU c I rays r ID:rcJP0140c?YPehxeU_io6xzNgS4-NJLsF52S8cl oH5QLow5vDZt?gSvcgtFOHPOFeZykxdg 2-9-15 3-11-15 7-0-2 2-9-15 3-11-15 3-0-3 0 3x6 11 Scale = 1:22.7 v a 0 a dl N N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES " GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Ve.rt(LL) -0.04 3-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL : 1.25 BC OA9 Vert(CT) -0.04 3-8 >999 180 BCLL 0.0 ' Rep Stress Incr - NO WB 0.14 Horz(CT) -0.07 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 38lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc. pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-4 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. All bearings Mechanical except Qt=length) 3=0-10-15, 10=0-1-8. (lb) - Max Horz 3=183(LC 24) Max Uplift All uplift 100 lb or less at joint(s) 5 except 3=-526(LC 17), 7=-164(LC 8), 10==829(LC 24) Max Grav All reactions 250 lb or less at joints) 5 except 3=1022(LC 24), 7=283(LC 28),:10=8.1:7(LC 17) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=590/279 BOT CHORD 3-8=-350/530, 7-8=-350/530 WEBS 4-7=-593/392,2-10=-805/817 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=77ft; L=40ft; eave=5ft; 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 / Projectengineer 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 9) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at=lb) 3=526, 7=164, 10=829. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lbdown and 49 lb up at 4-4-0, and:142 lb down and 49 lb up at 4-4-0 on top chord, and 209 lb down and 169 lb up at 1-6-1, 209 Ito down and 169 lb up at 1-6-1, and 12 lb down and 50 lb up at 4-4-0, and 12 lb down and 50 lb up 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-70, 3-6=-20,.179= 20 Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 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 basetl 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/orchord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 City Ply GHO - Grenadine JEM -Custom Classic T25126555 2890123-GHO-64MW CJ5 Diagonal Hip Girder 1 1 Job Reference (optional) bunaers mrstbource tviani litty, i-L), mant Glty, VL - 43001, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=166(F=83, 13=83) 0.4ou , Muy 10 LUL 1 IVII 1 UK u luuJrl lub, 11IU. IVIUI I —Y LJ ....... - -U G ID:rcJP0140c?YPehxeU_io6r¢NgS4-NJLsF52S8c1 oH5QLow5vDZt?gSvcgtFOHPOFeZykxdg 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 ANS47PI1 Quality Criteria, DSB-89 and BCSI Building Component - 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oily Ply GHO - Grenadine JEM - Custom Classic T25126556 2890123-GHO-64MW CJ7 Diagonal Hip Girder 5 1 Job Reference (optional) Builders FirstSource (Plant City, FL); - Plant City, FL - 33567, 8.430 s Aug 1,6 2021 MiTek Industries, Inc. Mon Aug 23 14:16:36 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-rVvETR24vw9fuE?XMec8mmQE4sG5ZE9XW 38pA?ykxdf -2-9-15 4-11-6 9-10-13 2-9-15 4-1 1-6 4-11-6 Scale=1:26.8 m 0 m 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.04 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight.58lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc puffins. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 5=Mechanical, 3=0-11-5, 6=Mechanical, 8=0-1-8 .Max Horz 3=311(LC 17), 8=319(LC 24) Max Uplift 5- 112(LC 8), 3=-643(LC 8), 6=-274(LC 8) Max Grav 5=163(LC 28), 3=986(LC 31), 6=392(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-309/348, 2-3=-310/367, 3-4=-1049/581 BOT CHORD 3-7=-683/963, 6-7=-683/963, 1-8= 313/323 WEBS 4-6=-1019/723 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project.engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed 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) 8. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 5=112; 3=643, 6=274. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 49 lb up at 4-4-0, 142 lb down and 49 lb up at 4-4-0, and 16B lb down and 117 lb up at 7-1-15, and 168 lb down and 117 lb up at 7-1-15 on top chord, and 209 lb down and 169 lb up at 1-6=1, 209 lb down and 169 lb up at 1-&1, 12 lb down and 50 lb up at 4-4-0, 12 lb. down and 50 lb up at 4-4-0, and 36 lb down and 89 lb up at 7-1-15, and 36 lb down and 89 lb up 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to 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 ANSYM1 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 � 1 / Job Truss Truss Type Qty Ply GHO - Grenadine JEM - Custom Classic T25126556 2890123-GHO.64MW CJ7. Diagonal Hip Girder 5 1 Job Reference (optional) cunaers rirsmource triam U1y, rLi, riani 1,Ily, rL - o.vou b fluy 10 cuc 1 Ivu I un IIIuubu1C3, 1116. 1-11 fluff — 1". I v.or aua I Faua 1D:rcJPO[40c?YPehxeU_io6xzNgS4-JhScgn3igDHW WOakwL7NJ_yPgGcJlhPhkjtMiRykxde LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-70, 3-6=-20, 1-8=-20 Concentrated Loads (lb) Vert: 10=-33(F=-16, B=-16) 11=166(F=83, B=83) 13= 36(F=-18, B=-18) 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 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 ANSblPll 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 - Grenadine JEM - Custom Classic T25126557 2890123-GHO-64MW D1 Common Girder 1 1 Job Reference (optional) tlunaers mrsmource (rtam Giry, t-L), Mtam Gtry, rL - JJ051, OAJU s Aug ID ZUZ 1 IVu r ex rnuU8rne5, II!u. IVWn Auy Lo 14; 1 O:o/ 4ue r ruye I ID:rcJ POI40c?YPehxeU_io6xzNgS4-JhScgn3igDHW WOakwL7NJ_yOeGZ_IhThkjtMiRykxde 2-0-0 5-0-0 10-1-12 _ 15.0-0 2.0.0 5-0-0 5-1-12 4-10-4 m 0 2x4 Scale=1:30.3 4xB = 2x4 II 4x4 = 3 12 13 4 14 15 5 TP = 2x4 11 Plate Offsets (X Y)-- [2:0-2-0 Edge] [3:0-5-4 0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC . 0.54 Vert(LL) -0.04 7-8 _ >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC0.56 Vert(CT) -0.09 7-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB . 0.55 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.06 7-8 >999 240 Weight: 78lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=221(LC 8) Max Uplift 6=-371(LC 5), 2=-594(LC 8) Max Grav 6=952(LC 25), 2=1177(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1660/646, 3-4=-1396/555, 4-5=-1396/555, 5-6=-885/397 BOT CHORD 2-8=-604/1411, 7-8=-610/1432 WEBS 3-8=-107/403, 4-7=-531/353, 5-7=-610/1530 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-4-10 oc puffins, except end verticals. Rigid ceiling directly applied or 7-5-13 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate,gdp DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading:requirements specific to the use of this truss, component. 3) 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 100 lb uplift at joint(s) except at=lb) 6=37112=594. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 270 lb down and 194 lb up at 5-0-0, 150 lb down and 99 lb up;at 7-0-12, 150 lb down and 99 lb up at 9-0-12, and 150 lb down and 99 lb up at 11-0-12, and 150 lb down and 99 lb up at 13-0-12 on top chord; and 275 lb down and 190 lb up at 5-0-0, 52 lb down at 7-0-12, 52 lb down at 9-0-12, and 52 lb down at 11-0-12, and 52 lb down at 13-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3— 70, 3-5=-70, 2-6=-20 Concentrated Loads (lb). Vert: 3=-45(F) 8=-101.(F) 12=-45(F) 13=-45(F) 14=-45(F) 15=-45(F) 16=-26(F) 17=-26(F) 18=-26(F) 19= 26(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 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 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 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 RAile'k° IVI 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 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 GH0 - Grenadine JEM - Custom Classic T25126558 2890123-GHO-64MW EJ5. Jack -Open 5 1 Job Reference o tional builders rlrstbource (rlant aty, I-L), 2s Nlam tarty, I-L - 33b6f, 0.4Ju s Aug 10 zucl IVII I eK mousines, mc. Mon Hug zo 14: 1 o:Jo zuz i rage i ID:rcJP0140c7YPehxeU_io6xzNgS4-nu07u74LRXPN8Y9wT2ecrBVVMgzv1 GEgzNdvFuykxdd -2-0-0 5-0-0 2-0-0 5-0-0 LOADING (psf), SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip•DOL 1.25 TC 0.79 Vert(LL) -0.03 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC. 0.26 Vert(CT) -0.05 2-4 >999 MO BCLL 0.0 Rep Stress Incr YES WB . 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Wind(LL) 0.00 2 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=218(LC 12) Max Uplift 3=-81(LC 12), 2=-274(LC 12) Max Grav 3=142(LC 17), 2=427(LC 17), 4=92(LC 3) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:20.2 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;.B=77ft; L=40ft; eave=5ft; Cat. II; Exp C;. Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1).1-10-9 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 a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=274. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: August 24,2021 .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 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 ANSUlPil 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 ( I L Job Truss Truss Type City Ply GHO - Grenadine JEM - Custom Classic T25126559 2890123-GHO-64MW EJ5A Jack -Open 1 1 Job Reference (optional) bullaers mrsibource (rlant ony, FL), rlant uty, t-L - JJbb7, UAJD s Aug I b ZUZ1 mi I eK Inausines, Inc. mon Aug zo 14:1 u:ou euel rage 1 ID:rcJP0140c2YPehxeU_io6xzNgS4-F4aN5T5zCrXElik61 m9rOP2g64MNmjUzC1 MTnKykxdc 2-0-0 3-8-0 2-0-0 3-8.0 co 0 2) J 3 Scale=1:16.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.79 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Wind(LL) 0.00 2 240 Weight: 22lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=180(LC 12) Max Uplift 4— 28(LC 9), 2=-285(LC 12) Max Grav 4=96(LC 17), 2=382(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (37second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.. II; Exp C; Encl., GCpi=0.18;.MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 3-6-4 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=285. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 0 WARNING - Verify 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 MITM) 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 pennanenfbracing 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 ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO - Grenadine JEM - Custom Classic T25126560 2890123-GHO-64MW J1 Jack -Open 14 1 Job Reference (optional) Cuaaers mrstbource (mant Uny, FL), viant lolly, FL -;JJbbt, 0.44U a Aug 1.0 ZUZI mi I eK mousineS, Inc. mon Aug Z3 14:10MU ZUZI rage I ID:rcJ P0140c?YPehxeU_io6xzNgS4-F4aN5T5zCrXElik61 m9rOP2iQ4NgmjUzC1 MTnKykxdc -2-0-0 1-0.0 2-0-0 1-0-0 Scale = 1:10.3 m 19 0 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc): Vdefl Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) 0.01 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.01 4 >988 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-P Wind(LL) -0.02 4 >519 240 Weight:11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0 Max Horz 2=112(LC 12) Max Uplift 3=-140(LC 1), 2=-399(LC 12) Max Grav, 3=21O(LC 12), 2=378(LC 17) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C;' Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp.DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this 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) except Gt=lb) 3=140, 2=399. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 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 for an Individual building component, not WN a truss system. Before use, the building designer must verify the applicability of design parameters and propeily 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!T®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 Qty ply GHO - Grenadine JEM - Custom Classic T25126561 2890123-GHO-64MW J2 Jack -Open 1 1 Job Reference (optional) t3Ullaers Flrstbource (mam tatty, rL), Plant Glty, t-L - 335bf, 2-0-0 d.4aU 5 Aug 1 b ZUZI mi I eK maUSmeS, Inc. mon Hug zo 14:1 b:4U ZUZI rage i I D:rcJ P0140c?YPehxeU_io6xzNgS4-jG81Jp6bz8f5NsJJbTg4wcaOVTjgVAk7Rh6OJmykxdb Scale = 1:9.6 2x4 = . . . ST1.5x8 STP = Plate Offsets (X Y)-- [1:0-1-4 Edge] Z-U-U LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.11 Vert(LL) -0.00 1 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 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 Wind(LL) 0.00 1 "" 240 Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 3=Mechanical, 2=Mechanical Max Horz 1=55(LC 12) Max Uplift 1=-17(LC 12), 2=-57(LC 12) Max Grav 1=88(LC 17), 3=38(LC 3), 2=78(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS.for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. Joaquin Velez PE No..68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is, based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent -bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see 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 City Ply GHO - Grenadine JEM - Custom Classic, T25126562 2890123-GHO-64MW J3 Jack -Open 12 1 Job Reference (optional) tiunaers rlrsi6ource triant L.liy, t-L.J, flan Lolly, rL - J:ibb/, C.4UU s AUg 16 ZUZI mi I eK InausineS, Inc. mon Aug eo I4:I b:4U zuei rage 1 I D:rcJP0140c?YPehxeU_io6xzNgS4-jG81Jp6bz8f5NsJJbTg4wcareTgOVAk7Rh6OJmykxdb -2-0.0 3-0-0 2-0-0 3-0-0 co 0 2) 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0. Plate Grip DOL ' 1.25 TC. 0.81 Vert(LL) 0.01 2-4 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.20 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 FBC2020ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Scale=1:15.3 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz 2=165(LC 12) Max Uplift 3=-27(LC 9), 2=-347(LC 12), 4=-37(LC 8) Max Grav 3=32(LC 8), 2=370(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-271-7.to 1-10-9, Interior(1) 1-10-9 to 2-11-4 zone; cantilever . left and right exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=347. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 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 propeny 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 ANSIMP/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 A r 1 1 Job Truss Truss Type City Ply GHO - Grenadine JEM -Custom Classic T25126563 2890123-GHO-64MW J5 Jack -Open 10 1 Job Reference (optional) tiunaers rtrsmource triam Uly, O O 2x 1 rtantL.ay,rL-aaoor, o.Y —.9 — Y. -,,.,,,�,.,,,....�.,,��,,,,,,, ,,,,,,,,,..ems.. �..�. ...y., I D:rcJP0140c?YPehxeU_io6xzNgS4-BTi7W 96DkSny?OuV9BBJTg7?ctvCEd_GfLrarCykxda 2-0-0 5.0.0 r 2-D-0 5.0-0 Scale=1:20.2 5-0-0 5.0=0 Io T N Plate Offsets (X Y)-- [2:0-2-0 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl, Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.79 Vert(LL) 0.13 2-4 >413 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 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 FBC2020ITP12014 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 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=218(LC 12) Max Uplift 3=-81(LC 12), 2= 363(LC 12), 4=-66(LC 8) Max Grav 3=142(LC 17), 2=425(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft;.B=77ft; L=40ft; eave=5ft; Cat._ 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-2-1.7:to 1-10-9, Interior(1)"1-10-9 to.4-11-4 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) '. This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=363. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa F.I. 33610 Date: August 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is, based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly.incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or members only: Additional temporary and permanent bracing MiTek" prevent chord 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 Qualify Criteria, DSB-99 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 1 Q f Job Truss Truss Type Qty Ply GHO - Grenadine JEM - Custom Classic T25126564 2890123-GHO-64MW J7 Jack -Open 16 1 Job Reference (optional) tsmlaers rtrsmource (rtant ony, t-L), riam 1.111y, rc - 0a001, 2-0-0 co •i O 2x 1 0.4JV s Huy 10 eue I ,Vrr r un rr IUUJu,ub, n,G. ,V l y ca w. w.Yc cvc , Y. , ID:rcJ POI40c?YPehxeU_io6xzNgS4-gfGVjV7rVmvpc9ThiujY01 g7JHFaz4DQu?b7OfykxdZ 7-0-0 , a m 0 Lh co m Scale=1:24.9 7-0-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.08 2-4 >963 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.19 2-4 >420 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 . 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH, Wind(LL) 0.13 2-4 >626 240 Weight: 30lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=272(LC 12) Max Uplift 3=-146(LC 12), 2= 277(LC 12) Max Grav 3=226(LC 17), 2=506(LC 17), 4=122(LC 3) FORCES. (lb) - Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 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 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) except Qt=lb) 3=146, 2=277. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and 'is for an Individual building component, 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 ANSVrPl1 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 . . 0 4 1 7 Job Truss Truss Type Qty Ply GHO - Grenadine JEM - Custom Classic T25126565 2890123-GHO-64MW J7A Jack -Open 1 1 Job Reference (optional) liuncers mrstSource (rtam uty, t-L), . flan uty, rL - 33blit, 0.43U s Aug 10 ZUZ I MI I eK Inuusines, Inc. Mun Aug ZO 14: r 0:'{Z eve I raye r ID:rcJP0140c?YPehxeU_io6x7NgS4-gfGVjV7rVmvpc9Thi ujY01 g9jHCUz4DQu?b70fykxdZ 7.0-0 7-0-0 4x4 = ST1.5x6 STP= 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 'Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.08. 1-3 >991 360 TCDL 15.0. Lumber DOL 1.25 BC. 0.80 Vert(CT) -0.21 1-3 >377 240 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-SH Wind(LL) 0.18 1-3 >450 240 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=188(LC 12) Max Uplift 1=-61(LC 12), 2=-166(LC 12) Max Grav 1=304(LC 17), 2=244(LC 17), 3=128(LC 3) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less'except when shown. Scale=1:23.3 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc puffins. BOT CHORD Rigid ceiling directly applied or B-7-2 oc bracing. NOTES- 1) Wind: ASCE:7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-4-0 to 4-4-0, Interior(1) 4-4-0 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 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 Qt=lb) 2=166. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must 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 passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLOTPlr 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 - Grenadine JEM - Custom Classic T25126566 2890123-GHO-64MW J7G Monopitch 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 Aug 2314:16:43 2021 Page 1 I D:rcJ P0140c?YPehxe U_i o6xzNgS4-8rquxgBTG32g EJ2tG cEnYFCT4hg bi OOZ7fKgw5ykxdY 3-6-0 5-0-13 1 7-0.0 , 3-6-0 1-6-13 1-11-3 2x4 11 3x4 = 3x10. II bx6 = ST1.5xB STP = 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.01 1-5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC. 0.29 Vert(CT) -0.03 1-5 >999 240 BCLL . 0.0 Rep Stress Incr NO WB . 0.52 Horz(CT) 0.01 4 n/a . n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.02 1-5 . >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Scale = 1:24.6 PLATES GRIP MT20 244/190 Weight: 40 lb FT = 20% REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=181(LC 21) Max Uplift 1=-202(LC 8), 4— 526(LC 8) Max Grav 1=654(LC 1), 4=1249(LC 1) FORCES. (lb) -Max. Comp./Max. Ten: -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1047/298 BOT CHORD 1-5=-367/858, 4-5=-367/858 WEBS 2-5=-469/1357, 2-4=-1460/627 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; 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 (jt=lb) 1=202, 4=526. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1316 lb down and 519 lb up at 5-0-12 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 . Uniform Loads (plf) Vert: 1-3=-70, 1-4=-20 Concentrated Loads (lb) Vert: 5=-1316(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 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 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 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYrPl1 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 .. . J r ) 4 Job Truss Truss Type City Ply GHO - Grenadine JEM - Custom Classic T25126567 2890123-GHO-64MW V1 GABLE 1 1 Job Reference (optional) tlullaers mrsibource tviant Glty, t-L), darn L7ty, t-L. - 33bbf, v 0 0 3x8 i ti.43U S Aug 10 ZUZI mi I eK mausmes, Inc. Mon Aug Z3 14:113:44 ZUZI rage i Oc?YPehxeU_io6xzNgS4-c2NG8A951 NAWsTc4gJ105S1ei51 oRxjjU4ESXykxd) 19-0.1r 17-11-0 1d-0-n 4x4 = 4 10 9 8 2x4 11 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a. n/a 999 BCLL 0.0, ' Rep Stress lncr YES WB .0.13 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 1-9-7 Scale: 1/2"=1' 3x8 PLATES GRIP MT20 244/190 Weight: 57 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing: REACTIONS. All bearings 14-9-0. (lb) - Max Horz 1=-125(LC 10) _Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 10=-205(LC 12), 8=-214(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 10=439(LC 17), 8=478(LC 18) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-320/406,, 5-8=-352/431 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7=16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;.B=77ft; L=40ft; eave=5ft;.Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 5-4-8, Interior(1) 5-4-8 to 7-4-8, Exterior(2R) 7-4-8 to 11-4-8, Interior(1) 11-4-8 to 14-1-7 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 10=205,.8=214. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: August 24,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system, Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual trussweband/or chord members only. Additional temporary and permanent 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 ANSLOTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salety.inlormation available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO - Grenadine JEM - Custom Classic T25126568 2890123-GHO-64MW V2 Valley 1 1 Job Reference (optional) t3ultaers rlrsibource tenant L:ny, t-L), mani L ny, r-L- - 66001, 0.143U s Aug 10 zUz I MI t eK muustnes, mu. Ivlun Aug zo r'1: i o;,#o zuz I raye i ID:rcJP0140c7YPehxeU_io6xzNgS4-4ExeMW9kohINTdBG01 GFdgit9UQ7AQzsazpn_ykxdW 2-0-0 —� 2-0-0 Scale = 1:7.8 2 v a 0 2x4 i 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc): Udefl L/d PLATES _ GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT). n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/LPI2014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. REACTIONS. (size) 1=1-11 8, 2=1 11-8, 3=1-11-8 Max Holz 1=37(LC 12) Max Uplift 1=-14(LC 12), 2=-39(LC 12) Max Grav 1=63(LC 17), 2=55(LC 17), 3=27(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and, forces & MWFRS'for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading.requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall. building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO - Grenadine JEM - Custom Classic T25126569 2890123-GHO-64MW V3 Valley 1 1 Job Reference (optional) t3ultaers rlrstsource (riam Glty, t-L),- darn GIty, t-L- 33bb/, 1:5.4JU S Aug lb ZUzI MI I eK Inausines, Inc. Mon Aug zJ 14:1b:40 zuzl rage l I D:rcJP0140c7YPehxeU_io6xzNgS4-4ExeM W 9kohl NTdBG01 GFdginYUHMAPIsazpn_ykxd W 5-4-8 10-9-0 _ 5-4-8 5-4-8 a 0 0 4x4 4x6 = 4 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB .0.11 Horz(CT) 0.00 3 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.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=10-8-0, 3=10-8-0, 4=10-8-0 Max Horz 1=98(LC 11) Max Uplift 1=-85(LC 12), 3=-85(LC 12), 4=-149(LC 12) Max Grav 1=195(LC 21); 3=207(LC 18), 4=470(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4= 306/360 Scale=1:18.5 a •o 0 4x4 PLATES GRIP MT20. _ 244/190 Weight: 35 lb FT = 20 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 4-7-9, Interior(1) 4-7-9 to 5-4-8, Exterior(2R) 5-4-8 to 9-4-8, Intedor(1) 9-4-8 to 10-1-7 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=149. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing.of trusses and truss systems, see ANSUfP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 4 1. :, .J Job Truss Truss Type Qty Ply GHO - Grenadine JEM - Custom Classic T25126570 2890123-GHO-64MW V4 Valley 1 1 Job Reference (optional) tduilaers mrstbource tviam L:ny, t-L), viam L:Ity, rL - JJbbl, a.4JU S Aug lb ZUZI mi I eK InausmeS, Inc. Man Aug zJ 14:1b:4b zuzl rage l ID:rcJP0140c7YPehxeU_jo6xzNgS4-YQVOZsAMY QE5nmSxknUAtgzXujgvtD7pdZKXQykxdV 4-0-0 4-0-0 Scale=1:12.8 2 3 2x4 i 2x4 II - I' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES W6 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 14 lb. FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-8,,3=3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=-32(LC 12), 3=-76(LC 12) Max Grav 1=149(LC 17), 3=163(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown;: Lumber.DOL=1.60 plate grip DOL=1.60. 2) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection .(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 24,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is 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 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 c r Symbols PLATE LOCATION AND ORIENTATION 1 3/; 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. I For 4 x 2 orientation, locate plates 0-'li ' from outside edge of truss. . Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 0 O U 0_ O 8 7 6 5 -JOINTS ARE GENERALLY NUMBEREDILETTERED, CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINTFARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. . PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, E.SR1988 ER-3907, ESR-2362, 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 BEARING established by others. . 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/rPl1: National -Design Specification for -Metal Plate Connected Wood Truss Construction. DSB-80: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 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 width measured perpendicular 4 x 4 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. © 2012 MiTek@) All Rights. Reserved MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal.lnjury 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:qn 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 locations are regulated by ANSI/TPI 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 load deflection. 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 tie sheathed or purlins provided at spacing indicated on 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 ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.